Pilot tests on vacuum preloading method combined with short and long PVDs
Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Va...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Sun, Liqiang [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2018transfer abstract |
|---|
| Schlagwörter: |
|---|
| Umfang: |
8 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Recherche de légionelles en PCR - 2015, official journal of the International Geosynthetics Society, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:46 ; year:2018 ; number:2 ; pages:243-250 ; extent:8 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.geotexmem.2017.11.010 |
|---|
| Katalog-ID: |
ELV041618564 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV041618564 | ||
| 003 | DE-627 | ||
| 005 | 20230625235128.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 180726s2018 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.geotexmem.2017.11.010 |2 doi | |
| 028 | 5 | 2 | |a GBV00000000000096A.pica |
| 035 | |a (DE-627)ELV041618564 | ||
| 035 | |a (ELSEVIER)S0266-1144(17)30163-2 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | |a 630 |a 640 | |
| 082 | 0 | 4 | |a 630 |q DE-600 |
| 082 | 0 | 4 | |a 640 |q DE-600 |
| 082 | 0 | 4 | |a 600 |q VZ |
| 082 | 0 | 4 | |a 610 |q VZ |
| 082 | 0 | 4 | |a 630 |a 640 |a 580 |q VZ |
| 084 | |a BIODIV |q DE-30 |2 fid | ||
| 084 | |a 42.00 |2 bkl | ||
| 100 | 1 | |a Sun, Liqiang |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Pilot tests on vacuum preloading method combined with short and long PVDs |
| 264 | 1 | |c 2018transfer abstract | |
| 300 | |a 8 | ||
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. | ||
| 520 | |a Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. | ||
| 650 | 7 | |a Geosynthetics |2 Elsevier | |
| 650 | 7 | |a Land reclamation |2 Elsevier | |
| 650 | 7 | |a Soil improvement |2 Elsevier | |
| 650 | 7 | |a Vacuum preloading |2 Elsevier | |
| 700 | 1 | |a Gao, Xin |4 oth | |
| 700 | 1 | |a Zhuang, Daokun |4 oth | |
| 700 | 1 | |a Guo, Wei |4 oth | |
| 700 | 1 | |a Hou, Jinfang |4 oth | |
| 700 | 1 | |a Liu, Xiaoqiang |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |t Recherche de légionelles en PCR |d 2015 |d official journal of the International Geosynthetics Society |g Amsterdam [u.a.] |w (DE-627)ELV018490336 |
| 773 | 1 | 8 | |g volume:46 |g year:2018 |g number:2 |g pages:243-250 |g extent:8 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.geotexmem.2017.11.010 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a FID-BIODIV | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_21 | ||
| 912 | |a GBV_ILN_39 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_390 | ||
| 912 | |a GBV_ILN_2002 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2007 | ||
| 912 | |a GBV_ILN_2009 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2035 | ||
| 912 | |a GBV_ILN_2470 | ||
| 936 | b | k | |a 42.00 |j Biologie: Allgemeines |q VZ |
| 951 | |a AR | ||
| 952 | |d 46 |j 2018 |e 2 |h 243-250 |g 8 | ||
| 953 | |2 045F |a 630 | ||
| author_variant |
l s ls |
|---|---|
| matchkey_str |
sunliqianggaoxinzhuangdaokunguoweihoujin:2018----:iotssnaumrlaigehdobndi |
| hierarchy_sort_str |
2018transfer abstract |
| bklnumber |
42.00 |
| publishDate |
2018 |
| allfields |
10.1016/j.geotexmem.2017.11.010 doi GBV00000000000096A.pica (DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 DE-627 ger DE-627 rakwb eng 630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Sun, Liqiang verfasserin aut Pilot tests on vacuum preloading method combined with short and long PVDs 2018transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier Gao, Xin oth Zhuang, Daokun oth Guo, Wei oth Hou, Jinfang oth Liu, Xiaoqiang oth Enthalten in Elsevier Science Recherche de légionelles en PCR 2015 official journal of the International Geosynthetics Society Amsterdam [u.a.] (DE-627)ELV018490336 volume:46 year:2018 number:2 pages:243-250 extent:8 https://doi.org/10.1016/j.geotexmem.2017.11.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 42.00 Biologie: Allgemeines VZ AR 46 2018 2 243-250 8 045F 630 |
| spelling |
10.1016/j.geotexmem.2017.11.010 doi GBV00000000000096A.pica (DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 DE-627 ger DE-627 rakwb eng 630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Sun, Liqiang verfasserin aut Pilot tests on vacuum preloading method combined with short and long PVDs 2018transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier Gao, Xin oth Zhuang, Daokun oth Guo, Wei oth Hou, Jinfang oth Liu, Xiaoqiang oth Enthalten in Elsevier Science Recherche de légionelles en PCR 2015 official journal of the International Geosynthetics Society Amsterdam [u.a.] (DE-627)ELV018490336 volume:46 year:2018 number:2 pages:243-250 extent:8 https://doi.org/10.1016/j.geotexmem.2017.11.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 42.00 Biologie: Allgemeines VZ AR 46 2018 2 243-250 8 045F 630 |
| allfields_unstemmed |
10.1016/j.geotexmem.2017.11.010 doi GBV00000000000096A.pica (DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 DE-627 ger DE-627 rakwb eng 630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Sun, Liqiang verfasserin aut Pilot tests on vacuum preloading method combined with short and long PVDs 2018transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier Gao, Xin oth Zhuang, Daokun oth Guo, Wei oth Hou, Jinfang oth Liu, Xiaoqiang oth Enthalten in Elsevier Science Recherche de légionelles en PCR 2015 official journal of the International Geosynthetics Society Amsterdam [u.a.] (DE-627)ELV018490336 volume:46 year:2018 number:2 pages:243-250 extent:8 https://doi.org/10.1016/j.geotexmem.2017.11.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 42.00 Biologie: Allgemeines VZ AR 46 2018 2 243-250 8 045F 630 |
| allfieldsGer |
10.1016/j.geotexmem.2017.11.010 doi GBV00000000000096A.pica (DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 DE-627 ger DE-627 rakwb eng 630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Sun, Liqiang verfasserin aut Pilot tests on vacuum preloading method combined with short and long PVDs 2018transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier Gao, Xin oth Zhuang, Daokun oth Guo, Wei oth Hou, Jinfang oth Liu, Xiaoqiang oth Enthalten in Elsevier Science Recherche de légionelles en PCR 2015 official journal of the International Geosynthetics Society Amsterdam [u.a.] (DE-627)ELV018490336 volume:46 year:2018 number:2 pages:243-250 extent:8 https://doi.org/10.1016/j.geotexmem.2017.11.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 42.00 Biologie: Allgemeines VZ AR 46 2018 2 243-250 8 045F 630 |
| allfieldsSound |
10.1016/j.geotexmem.2017.11.010 doi GBV00000000000096A.pica (DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 DE-627 ger DE-627 rakwb eng 630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Sun, Liqiang verfasserin aut Pilot tests on vacuum preloading method combined with short and long PVDs 2018transfer abstract 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier Gao, Xin oth Zhuang, Daokun oth Guo, Wei oth Hou, Jinfang oth Liu, Xiaoqiang oth Enthalten in Elsevier Science Recherche de légionelles en PCR 2015 official journal of the International Geosynthetics Society Amsterdam [u.a.] (DE-627)ELV018490336 volume:46 year:2018 number:2 pages:243-250 extent:8 https://doi.org/10.1016/j.geotexmem.2017.11.010 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 42.00 Biologie: Allgemeines VZ AR 46 2018 2 243-250 8 045F 630 |
| language |
English |
| source |
Enthalten in Recherche de légionelles en PCR Amsterdam [u.a.] volume:46 year:2018 number:2 pages:243-250 extent:8 |
| sourceStr |
Enthalten in Recherche de légionelles en PCR Amsterdam [u.a.] volume:46 year:2018 number:2 pages:243-250 extent:8 |
| format_phy_str_mv |
Article |
| bklname |
Biologie: Allgemeines |
| institution |
findex.gbv.de |
| topic_facet |
Geosynthetics Land reclamation Soil improvement Vacuum preloading |
| dewey-raw |
630 |
| isfreeaccess_bool |
false |
| container_title |
Recherche de légionelles en PCR |
| authorswithroles_txt_mv |
Sun, Liqiang @@aut@@ Gao, Xin @@oth@@ Zhuang, Daokun @@oth@@ Guo, Wei @@oth@@ Hou, Jinfang @@oth@@ Liu, Xiaoqiang @@oth@@ |
| publishDateDaySort_date |
2018-01-01T00:00:00Z |
| hierarchy_top_id |
ELV018490336 |
| dewey-sort |
3630 |
| id |
ELV041618564 |
| 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">ELV041618564</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625235128.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180726s2018 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.geotexmem.2017.11.010</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000096A.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV041618564</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-1144(17)30163-2</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">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">630</subfield><subfield code="a">640</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">640</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</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">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Sun, Liqiang</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Pilot tests on vacuum preloading method combined with short and long PVDs</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2018transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">8</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">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Geosynthetics</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Land reclamation</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Soil improvement</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Vacuum preloading</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gao, Xin</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhuang, Daokun</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Guo, Wei</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hou, Jinfang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Xiaoqiang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="t">Recherche de légionelles en PCR</subfield><subfield code="d">2015</subfield><subfield code="d">official journal of the International Geosynthetics Society</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV018490336</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:46</subfield><subfield code="g">year:2018</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:243-250</subfield><subfield code="g">extent:8</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.geotexmem.2017.11.010</subfield><subfield code="3">Volltext</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">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_21</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</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_390</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2002</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_2007</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_2015</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_2035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</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">46</subfield><subfield code="j">2018</subfield><subfield code="e">2</subfield><subfield code="h">243-250</subfield><subfield code="g">8</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">630</subfield></datafield></record></collection>
|
| author |
Sun, Liqiang |
| spellingShingle |
Sun, Liqiang ddc 630 ddc 640 ddc 600 ddc 610 fid BIODIV bkl 42.00 Elsevier Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Pilot tests on vacuum preloading method combined with short and long PVDs |
| authorStr |
Sun, Liqiang |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV018490336 |
| format |
electronic Article |
| dewey-ones |
630 - Agriculture & related technologies 640 - Home & family management 600 - Technology 610 - Medicine & health 580 - Plants (Botany) |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Pilot tests on vacuum preloading method combined with short and long PVDs Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading Elsevier |
| topic |
ddc 630 ddc 640 ddc 600 ddc 610 fid BIODIV bkl 42.00 Elsevier Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading |
| topic_unstemmed |
ddc 630 ddc 640 ddc 600 ddc 610 fid BIODIV bkl 42.00 Elsevier Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading |
| topic_browse |
ddc 630 ddc 640 ddc 600 ddc 610 fid BIODIV bkl 42.00 Elsevier Geosynthetics Elsevier Land reclamation Elsevier Soil improvement Elsevier Vacuum preloading |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
x g xg d z dz w g wg j h jh x l xl |
| hierarchy_parent_title |
Recherche de légionelles en PCR |
| hierarchy_parent_id |
ELV018490336 |
| dewey-tens |
630 - Agriculture 640 - Home & family management 600 - Technology 610 - Medicine & health 580 - Plants (Botany) |
| hierarchy_top_title |
Recherche de légionelles en PCR |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV018490336 |
| title |
Pilot tests on vacuum preloading method combined with short and long PVDs |
| ctrlnum |
(DE-627)ELV041618564 (ELSEVIER)S0266-1144(17)30163-2 |
| title_full |
Pilot tests on vacuum preloading method combined with short and long PVDs |
| author_sort |
Sun, Liqiang |
| journal |
Recherche de légionelles en PCR |
| journalStr |
Recherche de légionelles en PCR |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology 500 - Science |
| recordtype |
marc |
| publishDateSort |
2018 |
| contenttype_str_mv |
zzz |
| container_start_page |
243 |
| author_browse |
Sun, Liqiang |
| container_volume |
46 |
| physical |
8 |
| class |
630 640 630 DE-600 640 DE-600 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Sun, Liqiang |
| doi_str_mv |
10.1016/j.geotexmem.2017.11.010 |
| dewey-full |
630 640 600 610 580 |
| title_sort |
pilot tests on vacuum preloading method combined with short and long pvds |
| title_auth |
Pilot tests on vacuum preloading method combined with short and long PVDs |
| abstract |
Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. |
| abstractGer |
Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. |
| abstract_unstemmed |
Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV GBV_ILN_20 GBV_ILN_21 GBV_ILN_39 GBV_ILN_40 GBV_ILN_390 GBV_ILN_2002 GBV_ILN_2003 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2015 GBV_ILN_2027 GBV_ILN_2035 GBV_ILN_2470 |
| container_issue |
2 |
| title_short |
Pilot tests on vacuum preloading method combined with short and long PVDs |
| url |
https://doi.org/10.1016/j.geotexmem.2017.11.010 |
| remote_bool |
true |
| author2 |
Gao, Xin Zhuang, Daokun Guo, Wei Hou, Jinfang Liu, Xiaoqiang |
| author2Str |
Gao, Xin Zhuang, Daokun Guo, Wei Hou, Jinfang Liu, Xiaoqiang |
| ppnlink |
ELV018490336 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth oth oth |
| doi_str |
10.1016/j.geotexmem.2017.11.010 |
| up_date |
2024-07-06T20:36:43.673Z |
| _version_ |
1803863409216716800 |
| 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">ELV041618564</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625235128.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180726s2018 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.geotexmem.2017.11.010</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000096A.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV041618564</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-1144(17)30163-2</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">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">630</subfield><subfield code="a">640</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">640</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</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">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Sun, Liqiang</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Pilot tests on vacuum preloading method combined with short and long PVDs</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2018transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">8</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">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Dredged marine clay has been widely used as a filling material for land reclamation in China. The difficulty of using the vacuum preloading method to improve the dredged marine clay together with the bottom sediment clay is the different spacing requirement of the PVDs. To solve this problem, the Vacuum Preloading method combined with the Short and Long PVDs (VPSL) is proposed in this paper. The short PVDs are installed only into the dredged marine clay layer in-between the long PVDs which are installed through the whole clay layer. Pilot tests are also conducted at a land reclamation site in Tianjin, China, to investigate the performance of the proposed method. The ground settlement, the applied vacuum pressure and the pore water pressure in the soil are monitored during the pilot tests. The average degrees of consolidation are calculated based on the monitored settlement and pore pressure data. It is found that the proposed VPSL method is more effective for improving top dredged clay together with the bottom sediment clay than the conventional vacuum preloading method. The vane shear strength profiles of soil layers after ground improvement also show that the VPSL method is more effective to achieve a uniform soil strength profile.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Geosynthetics</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Land reclamation</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Soil improvement</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Vacuum preloading</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gao, Xin</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhuang, Daokun</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Guo, Wei</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hou, Jinfang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Xiaoqiang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="t">Recherche de légionelles en PCR</subfield><subfield code="d">2015</subfield><subfield code="d">official journal of the International Geosynthetics Society</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV018490336</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:46</subfield><subfield code="g">year:2018</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:243-250</subfield><subfield code="g">extent:8</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.geotexmem.2017.11.010</subfield><subfield code="3">Volltext</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">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_21</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</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_390</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2002</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_2007</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_2015</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_2035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</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">46</subfield><subfield code="j">2018</subfield><subfield code="e">2</subfield><subfield code="h">243-250</subfield><subfield code="g">8</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">630</subfield></datafield></record></collection>
|
| score |
7.401513 |