An experimental evaluation of geocomposite-reinforced soil sections

The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Abdi-Goudarzi, S. [verfasserIn] Ziaie-Moayed, R. [verfasserIn] Nazeri, A. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 314
Übergeordnetes Werk:	volume:314

DOI / URN:	10.1016/j.conbuildmat.2021.125566

Katalog-ID:	ELV007028555

Internformat


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520			\|a The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold.
650		4	\|a Unpaved roads
650		4	\|a Geocomposites
650		4	\|a Geotextiles
650		4	\|a Geogrids
650		4	\|a CBR value
650		4	\|a Modified CBR
650		4	\|a Strain analysis
700	1		\|a Ziaie-Moayed, R. \|e verfasserin \|4 aut
700	1		\|a Nazeri, A. \|e verfasserin \|4 aut
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allfields	10.1016/j.conbuildmat.2021.125566 doi (DE-627)ELV007028555 (ELSEVIER)S0950-0618(21)03304-3 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Abdi-Goudarzi, S. verfasserin aut An experimental evaluation of geocomposite-reinforced soil sections 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold. Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis Ziaie-Moayed, R. verfasserin aut Nazeri, A. verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 314 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:314 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_63 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 314
spelling	10.1016/j.conbuildmat.2021.125566 doi (DE-627)ELV007028555 (ELSEVIER)S0950-0618(21)03304-3 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Abdi-Goudarzi, S. verfasserin aut An experimental evaluation of geocomposite-reinforced soil sections 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold. Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis Ziaie-Moayed, R. verfasserin aut Nazeri, A. verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 314 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:314 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_63 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 314
allfields_unstemmed	10.1016/j.conbuildmat.2021.125566 doi (DE-627)ELV007028555 (ELSEVIER)S0950-0618(21)03304-3 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Abdi-Goudarzi, S. verfasserin aut An experimental evaluation of geocomposite-reinforced soil sections 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold. Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis Ziaie-Moayed, R. verfasserin aut Nazeri, A. verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 314 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:314 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_63 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 314
allfieldsGer	10.1016/j.conbuildmat.2021.125566 doi (DE-627)ELV007028555 (ELSEVIER)S0950-0618(21)03304-3 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Abdi-Goudarzi, S. verfasserin aut An experimental evaluation of geocomposite-reinforced soil sections 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold. Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis Ziaie-Moayed, R. verfasserin aut Nazeri, A. verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 314 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:314 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_63 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 314
allfieldsSound	10.1016/j.conbuildmat.2021.125566 doi (DE-627)ELV007028555 (ELSEVIER)S0950-0618(21)03304-3 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Abdi-Goudarzi, S. verfasserin aut An experimental evaluation of geocomposite-reinforced soil sections 2021 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold. Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis Ziaie-Moayed, R. verfasserin aut Nazeri, A. verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 314 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:314 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_63 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_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 314
language	English
source	Enthalten in Construction and building materials 314 volume:314
sourceStr	Enthalten in Construction and building materials 314 volume:314
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Abdi-Goudarzi, S. @@aut@@ Ziaie-Moayed, R. @@aut@@ Nazeri, A. @@aut@@
publishDateDaySort_date	2021-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV007028555
language_de	englisch
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author	Abdi-Goudarzi, S.
spellingShingle	Abdi-Goudarzi, S. ddc 690 bkl 56.45 misc Unpaved roads misc Geocomposites misc Geotextiles misc Geogrids misc CBR value misc Modified CBR misc Strain analysis An experimental evaluation of geocomposite-reinforced soil sections
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topic_title	690 DE-600 56.45 bkl An experimental evaluation of geocomposite-reinforced soil sections Unpaved roads Geocomposites Geotextiles Geogrids CBR value Modified CBR Strain analysis
topic	ddc 690 bkl 56.45 misc Unpaved roads misc Geocomposites misc Geotextiles misc Geogrids misc CBR value misc Modified CBR misc Strain analysis
topic_unstemmed	ddc 690 bkl 56.45 misc Unpaved roads misc Geocomposites misc Geotextiles misc Geogrids misc CBR value misc Modified CBR misc Strain analysis
topic_browse	ddc 690 bkl 56.45 misc Unpaved roads misc Geocomposites misc Geotextiles misc Geogrids misc CBR value misc Modified CBR misc Strain analysis
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title	An experimental evaluation of geocomposite-reinforced soil sections
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title_full	An experimental evaluation of geocomposite-reinforced soil sections
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author_browse	Abdi-Goudarzi, S. Ziaie-Moayed, R. Nazeri, A.
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title_sort	an experimental evaluation of geocomposite-reinforced soil sections
title_auth	An experimental evaluation of geocomposite-reinforced soil sections
abstract	The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold.
abstractGer	The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold.
abstract_unstemmed	The present study aims to investigate the performance of soil-aggregate sections reinforced by three types of geosynthetics. The main focus of this research was on a geocomposite material comprised of a geogrid and a nonwoven geotextile. Along with investigating this reinforcement, its components (i.e., geogrid and nonwoven geotextile) were also studied individually to make a comparison between their functionalities in soil-aggregate systems. Two sandy soils, one of which was a case study, were chosen as the subgrade layer in this research. The California Bearing Ratio (CBR) was the index to examine the strength of specimens. The scale effect of the conventional CBR mold, as well as geosynthetics anchorage, were investigated through fabricating a modified CBR mold. Strain analysis was also carried out by utilizing some foil strain gauges to assess the strain mobilized in the geosynthetics in various reinforced sections. In the presence of both geocomposite and geogrid, load-penetration responses of the specimens enhanced significantly, while the geotextile inclusion effect was in a negative way. Improved functionalities of reinforcing materials were seen in the modified mold.
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title_short	An experimental evaluation of geocomposite-reinforced soil sections
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author2	Ziaie-Moayed, R. Nazeri, A.
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up_date	2024-07-06T23:22:31.902Z
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score	7.401086

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An experimental evaluation of geocomposite-reinforced soil sections

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