Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface
Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Xu, Liangjie [verfasserIn] Wang, Ren [verfasserIn] Liu, Qingbing [verfasserIn] Chen, Jianfeng [verfasserIn] Wang, Xinzhi [verfasserIn] Meng, Qingshan [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2023 |
|---|
| Schlagwörter: |
Geotextile/geogrid-calcareous sand interface |
|---|
| Übergeordnetes Werk: |
Enthalten in: Applied ocean research - Amsterdam [u.a.] : Elsevier Science, 1979, 137 |
|---|---|
| Übergeordnetes Werk: |
volume:137 |
| DOI / URN: |
10.1016/j.apor.2023.103601 |
|---|
| Katalog-ID: |
ELV010399070 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV010399070 | ||
| 003 | DE-627 | ||
| 005 | 20230926162218.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 230614s2023 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.apor.2023.103601 |2 doi | |
| 035 | |a (DE-627)ELV010399070 | ||
| 035 | |a (ELSEVIER)S0141-1187(23)00142-6 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rda | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 550 |a 570 |q VZ |
| 084 | |a BIODIV |q DE-30 |2 fid | ||
| 084 | |a 38.90 |2 bkl | ||
| 084 | |a 50.92 |2 bkl | ||
| 084 | |a 56.30 |2 bkl | ||
| 100 | 1 | |a Xu, Liangjie |e verfasserin |0 (orcid)0000-0002-1994-9991 |4 aut | |
| 245 | 1 | 0 | |a Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| 264 | 1 | |c 2023 | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 520 | |a Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. | ||
| 650 | 4 | |a Calcareous sand | |
| 650 | 4 | |a Monotonic direct shear | |
| 650 | 4 | |a Geotextile/geogrid-calcareous sand interface | |
| 650 | 4 | |a Interface shear characteristics | |
| 650 | 4 | |a Particle size distribution | |
| 700 | 1 | |a Wang, Ren |e verfasserin |4 aut | |
| 700 | 1 | |a Liu, Qingbing |e verfasserin |4 aut | |
| 700 | 1 | |a Chen, Jianfeng |e verfasserin |4 aut | |
| 700 | 1 | |a Wang, Xinzhi |e verfasserin |4 aut | |
| 700 | 1 | |a Meng, Qingshan |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Applied ocean research |d Amsterdam [u.a.] : Elsevier Science, 1979 |g 137 |h Online-Ressource |w (DE-627)306313944 |w (DE-600)1495994-X |w (DE-576)256144931 |x 0141-1187 |7 nnns |
| 773 | 1 | 8 | |g volume:137 |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a FID-BIODIV | ||
| 912 | |a SSG-OLC-PHA | ||
| 912 | |a SSG-OPC-GGO | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_22 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_24 | ||
| 912 | |a GBV_ILN_31 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_60 | ||
| 912 | |a GBV_ILN_62 | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_69 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_73 | ||
| 912 | |a GBV_ILN_74 | ||
| 912 | |a GBV_ILN_90 | ||
| 912 | |a GBV_ILN_95 | ||
| 912 | |a GBV_ILN_100 | ||
| 912 | |a GBV_ILN_101 | ||
| 912 | |a GBV_ILN_105 | ||
| 912 | |a GBV_ILN_110 | ||
| 912 | |a GBV_ILN_150 | ||
| 912 | |a GBV_ILN_151 | ||
| 912 | |a GBV_ILN_187 | ||
| 912 | |a GBV_ILN_213 | ||
| 912 | |a GBV_ILN_224 | ||
| 912 | |a GBV_ILN_230 | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a GBV_ILN_602 | ||
| 912 | |a GBV_ILN_702 | ||
| 912 | |a GBV_ILN_2001 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2004 | ||
| 912 | |a GBV_ILN_2005 | ||
| 912 | |a GBV_ILN_2007 | ||
| 912 | |a GBV_ILN_2008 | ||
| 912 | |a GBV_ILN_2009 | ||
| 912 | |a GBV_ILN_2010 | ||
| 912 | |a GBV_ILN_2011 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a GBV_ILN_2025 | ||
| 912 | |a GBV_ILN_2026 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2034 | ||
| 912 | |a GBV_ILN_2044 | ||
| 912 | |a GBV_ILN_2048 | ||
| 912 | |a GBV_ILN_2049 | ||
| 912 | |a GBV_ILN_2050 | ||
| 912 | |a GBV_ILN_2055 | ||
| 912 | |a GBV_ILN_2056 | ||
| 912 | |a GBV_ILN_2059 | ||
| 912 | |a GBV_ILN_2061 | ||
| 912 | |a GBV_ILN_2064 | ||
| 912 | |a GBV_ILN_2088 | ||
| 912 | |a GBV_ILN_2106 | ||
| 912 | |a GBV_ILN_2110 | ||
| 912 | |a GBV_ILN_2111 | ||
| 912 | |a GBV_ILN_2112 | ||
| 912 | |a GBV_ILN_2122 | ||
| 912 | |a GBV_ILN_2129 | ||
| 912 | |a GBV_ILN_2143 | ||
| 912 | |a GBV_ILN_2152 | ||
| 912 | |a GBV_ILN_2153 | ||
| 912 | |a GBV_ILN_2190 | ||
| 912 | |a GBV_ILN_2232 | ||
| 912 | |a GBV_ILN_2336 | ||
| 912 | |a GBV_ILN_2470 | ||
| 912 | |a GBV_ILN_2507 | ||
| 912 | |a GBV_ILN_4035 | ||
| 912 | |a GBV_ILN_4037 | ||
| 912 | |a GBV_ILN_4112 | ||
| 912 | |a GBV_ILN_4125 | ||
| 912 | |a GBV_ILN_4242 | ||
| 912 | |a GBV_ILN_4249 | ||
| 912 | |a GBV_ILN_4251 | ||
| 912 | |a GBV_ILN_4305 | ||
| 912 | |a GBV_ILN_4306 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4313 | ||
| 912 | |a GBV_ILN_4322 | ||
| 912 | |a GBV_ILN_4323 | ||
| 912 | |a GBV_ILN_4324 | ||
| 912 | |a GBV_ILN_4325 | ||
| 912 | |a GBV_ILN_4326 | ||
| 912 | |a GBV_ILN_4333 | ||
| 912 | |a GBV_ILN_4334 | ||
| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 912 | |a GBV_ILN_4700 | ||
| 936 | b | k | |a 38.90 |j Ozeanologie |j Ozeanographie |q VZ |
| 936 | b | k | |a 50.92 |j Meerestechnik |q VZ |
| 936 | b | k | |a 56.30 |j Wasserbau |q VZ |
| 951 | |a AR | ||
| 952 | |d 137 | ||
| author_variant |
l x lx r w rw q l ql j c jc x w xw q m qm |
|---|---|
| matchkey_str |
article:01411187:2023----::fetfatceieitiuinnoooidrcserhrceitcogoetl |
| hierarchy_sort_str |
2023 |
| bklnumber |
38.90 50.92 56.30 |
| publishDate |
2023 |
| allfields |
10.1016/j.apor.2023.103601 doi (DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 DE-627 ger DE-627 rda eng 550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Xu, Liangjie verfasserin (orcid)0000-0002-1994-9991 aut Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution Wang, Ren verfasserin aut Liu, Qingbing verfasserin aut Chen, Jianfeng verfasserin aut Wang, Xinzhi verfasserin aut Meng, Qingshan verfasserin aut Enthalten in Applied ocean research Amsterdam [u.a.] : Elsevier Science, 1979 137 Online-Ressource (DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 0141-1187 nnns volume:137 GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.90 Ozeanologie Ozeanographie VZ 50.92 Meerestechnik VZ 56.30 Wasserbau VZ AR 137 |
| spelling |
10.1016/j.apor.2023.103601 doi (DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 DE-627 ger DE-627 rda eng 550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Xu, Liangjie verfasserin (orcid)0000-0002-1994-9991 aut Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution Wang, Ren verfasserin aut Liu, Qingbing verfasserin aut Chen, Jianfeng verfasserin aut Wang, Xinzhi verfasserin aut Meng, Qingshan verfasserin aut Enthalten in Applied ocean research Amsterdam [u.a.] : Elsevier Science, 1979 137 Online-Ressource (DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 0141-1187 nnns volume:137 GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.90 Ozeanologie Ozeanographie VZ 50.92 Meerestechnik VZ 56.30 Wasserbau VZ AR 137 |
| allfields_unstemmed |
10.1016/j.apor.2023.103601 doi (DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 DE-627 ger DE-627 rda eng 550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Xu, Liangjie verfasserin (orcid)0000-0002-1994-9991 aut Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution Wang, Ren verfasserin aut Liu, Qingbing verfasserin aut Chen, Jianfeng verfasserin aut Wang, Xinzhi verfasserin aut Meng, Qingshan verfasserin aut Enthalten in Applied ocean research Amsterdam [u.a.] : Elsevier Science, 1979 137 Online-Ressource (DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 0141-1187 nnns volume:137 GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.90 Ozeanologie Ozeanographie VZ 50.92 Meerestechnik VZ 56.30 Wasserbau VZ AR 137 |
| allfieldsGer |
10.1016/j.apor.2023.103601 doi (DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 DE-627 ger DE-627 rda eng 550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Xu, Liangjie verfasserin (orcid)0000-0002-1994-9991 aut Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution Wang, Ren verfasserin aut Liu, Qingbing verfasserin aut Chen, Jianfeng verfasserin aut Wang, Xinzhi verfasserin aut Meng, Qingshan verfasserin aut Enthalten in Applied ocean research Amsterdam [u.a.] : Elsevier Science, 1979 137 Online-Ressource (DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 0141-1187 nnns volume:137 GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.90 Ozeanologie Ozeanographie VZ 50.92 Meerestechnik VZ 56.30 Wasserbau VZ AR 137 |
| allfieldsSound |
10.1016/j.apor.2023.103601 doi (DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 DE-627 ger DE-627 rda eng 550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Xu, Liangjie verfasserin (orcid)0000-0002-1994-9991 aut Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution Wang, Ren verfasserin aut Liu, Qingbing verfasserin aut Chen, Jianfeng verfasserin aut Wang, Xinzhi verfasserin aut Meng, Qingshan verfasserin aut Enthalten in Applied ocean research Amsterdam [u.a.] : Elsevier Science, 1979 137 Online-Ressource (DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 0141-1187 nnns volume:137 GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.90 Ozeanologie Ozeanographie VZ 50.92 Meerestechnik VZ 56.30 Wasserbau VZ AR 137 |
| language |
English |
| source |
Enthalten in Applied ocean research 137 volume:137 |
| sourceStr |
Enthalten in Applied ocean research 137 volume:137 |
| format_phy_str_mv |
Article |
| bklname |
Ozeanologie Ozeanographie Meerestechnik Wasserbau |
| institution |
findex.gbv.de |
| topic_facet |
Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution |
| dewey-raw |
550 |
| isfreeaccess_bool |
false |
| container_title |
Applied ocean research |
| authorswithroles_txt_mv |
Xu, Liangjie @@aut@@ Wang, Ren @@aut@@ Liu, Qingbing @@aut@@ Chen, Jianfeng @@aut@@ Wang, Xinzhi @@aut@@ Meng, Qingshan @@aut@@ |
| publishDateDaySort_date |
2023-01-01T00:00:00Z |
| hierarchy_top_id |
306313944 |
| dewey-sort |
3550 |
| id |
ELV010399070 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV010399070</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230926162218.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230614s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.apor.2023.103601</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV010399070</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-1187(23)00142-6</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">570</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.90</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.92</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.30</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Xu, Liangjie</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-1994-9991</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Calcareous sand</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Monotonic direct shear</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotextile/geogrid-calcareous sand interface</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Interface shear characteristics</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Particle size distribution</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Ren</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Qingbing</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, Jianfeng</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Xinzhi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Meng, Qingshan</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Applied ocean research</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1979</subfield><subfield code="g">137</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)306313944</subfield><subfield code="w">(DE-600)1495994-X</subfield><subfield code="w">(DE-576)256144931</subfield><subfield code="x">0141-1187</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:137</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_101</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">38.90</subfield><subfield code="j">Ozeanologie</subfield><subfield code="j">Ozeanographie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.92</subfield><subfield code="j">Meerestechnik</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.30</subfield><subfield code="j">Wasserbau</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">137</subfield></datafield></record></collection>
|
| author |
Xu, Liangjie |
| spellingShingle |
Xu, Liangjie ddc 550 fid BIODIV bkl 38.90 bkl 50.92 bkl 56.30 misc Calcareous sand misc Monotonic direct shear misc Geotextile/geogrid-calcareous sand interface misc Interface shear characteristics misc Particle size distribution Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| authorStr |
Xu, Liangjie |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)306313944 |
| format |
electronic Article |
| dewey-ones |
550 - Earth sciences 570 - Life sciences; biology |
| delete_txt_mv |
keep |
| author_role |
aut aut aut aut aut aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| issn |
0141-1187 |
| topic_title |
550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface Calcareous sand Monotonic direct shear Geotextile/geogrid-calcareous sand interface Interface shear characteristics Particle size distribution |
| topic |
ddc 550 fid BIODIV bkl 38.90 bkl 50.92 bkl 56.30 misc Calcareous sand misc Monotonic direct shear misc Geotextile/geogrid-calcareous sand interface misc Interface shear characteristics misc Particle size distribution |
| topic_unstemmed |
ddc 550 fid BIODIV bkl 38.90 bkl 50.92 bkl 56.30 misc Calcareous sand misc Monotonic direct shear misc Geotextile/geogrid-calcareous sand interface misc Interface shear characteristics misc Particle size distribution |
| topic_browse |
ddc 550 fid BIODIV bkl 38.90 bkl 50.92 bkl 56.30 misc Calcareous sand misc Monotonic direct shear misc Geotextile/geogrid-calcareous sand interface misc Interface shear characteristics misc Particle size distribution |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
cr |
| hierarchy_parent_title |
Applied ocean research |
| hierarchy_parent_id |
306313944 |
| dewey-tens |
550 - Earth sciences & geology 570 - Life sciences; biology |
| hierarchy_top_title |
Applied ocean research |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)306313944 (DE-600)1495994-X (DE-576)256144931 |
| title |
Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| ctrlnum |
(DE-627)ELV010399070 (ELSEVIER)S0141-1187(23)00142-6 |
| title_full |
Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| author_sort |
Xu, Liangjie |
| journal |
Applied ocean research |
| journalStr |
Applied ocean research |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
500 - Science |
| recordtype |
marc |
| publishDateSort |
2023 |
| contenttype_str_mv |
zzz |
| author_browse |
Xu, Liangjie Wang, Ren Liu, Qingbing Chen, Jianfeng Wang, Xinzhi Meng, Qingshan |
| container_volume |
137 |
| class |
550 570 VZ BIODIV DE-30 fid 38.90 bkl 50.92 bkl 56.30 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Xu, Liangjie |
| doi_str_mv |
10.1016/j.apor.2023.103601 |
| normlink |
(ORCID)0000-0002-1994-9991 |
| normlink_prefix_str_mv |
(orcid)0000-0002-1994-9991 |
| dewey-full |
550 570 |
| author2-role |
verfasserin |
| title_sort |
effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| title_auth |
Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| abstract |
Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. |
| abstractGer |
Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. |
| abstract_unstemmed |
Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 |
| title_short |
Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface |
| remote_bool |
true |
| author2 |
Wang, Ren Liu, Qingbing Chen, Jianfeng Wang, Xinzhi Meng, Qingshan |
| author2Str |
Wang, Ren Liu, Qingbing Chen, Jianfeng Wang, Xinzhi Meng, Qingshan |
| ppnlink |
306313944 |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1016/j.apor.2023.103601 |
| up_date |
2024-07-06T17:51:12.781Z |
| _version_ |
1803852995922755584 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV010399070</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230926162218.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230614s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.apor.2023.103601</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV010399070</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-1187(23)00142-6</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">570</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.90</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.92</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.30</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Xu, Liangjie</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-1994-9991</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Effect of particle size distribution on monotonic direct shear characteristics of geotextile/geogrid-calcareous sand interface</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Geosynthetics reinforced soil techniques are adopted to reinforce the calcareous sand foundations to improve the stability of the revetment structures in coral reefs. In this research, the influence of particle size distribution on the interaction characteristics of the geotextile/geogrid-calcareous sand (GT/GG-CS) and unreinforced calcareous sand (URCS) interface is investigated through a series of large-scale monotonic direct tests. The interface interaction mechanism of GT/GG-CS and URCS is determined. The results show that under different particle size distributions and normal stresses, the dilatation curves of the GT/GG-CS and URCS interface mainly show the development patterns of contraction-dilatation-contraction, contraction-dilatation, and contraction. Additionally, embedding geogrid/geotextile in calcareous sand can significantly improve peak cohesion. For coarse-grained calcareous sand, the peak cohesion increases by 3.68 times (Geogrid-calcareous sand interface) and 2.41 times (Geotextile-calcareous sand interface). Overall, using coarse-grained calcareous sand as filler improves the stability of dredger-fill calcareous sand foundations and revetment-reinforced soil engineering.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Calcareous sand</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Monotonic direct shear</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geotextile/geogrid-calcareous sand interface</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Interface shear characteristics</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Particle size distribution</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Ren</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Qingbing</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chen, Jianfeng</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Xinzhi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Meng, Qingshan</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Applied ocean research</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1979</subfield><subfield code="g">137</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)306313944</subfield><subfield code="w">(DE-600)1495994-X</subfield><subfield code="w">(DE-576)256144931</subfield><subfield code="x">0141-1187</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:137</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_101</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">38.90</subfield><subfield code="j">Ozeanologie</subfield><subfield code="j">Ozeanographie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.92</subfield><subfield code="j">Meerestechnik</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.30</subfield><subfield code="j">Wasserbau</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">137</subfield></datafield></record></collection>
|
| score |
7.3998165 |