Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil

Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the p...
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Autor*in:	Xiangwen Deng [verfasserIn] Zhengyu Zhu [verfasserIn] Xi yang Lin [verfasserIn] Xue qiang Yang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve

Übergeordnetes Werk:	In: Frontiers in Materials - Frontiers Media S.A., 2014, 10(2023)
Übergeordnetes Werk:	volume:10 ; year:2023

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3389/fmats.2023.1284722

Katalog-ID:	DOAJ096897848

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245	1	0	\|a Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
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520			\|a Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content.
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allfields	10.3389/fmats.2023.1284722 doi (DE-627)DOAJ096897848 (DE-599)DOAJ9c0946f3caaf42d9abc19a51272fdabf DE-627 ger DE-627 rakwb eng Xiangwen Deng verfasserin aut Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content. reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve Technology T Zhengyu Zhu verfasserin aut Xi yang Lin verfasserin aut Xue qiang Yang verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 10(2023) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:10 year:2023 https://doi.org/10.3389/fmats.2023.1284722 kostenfrei https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf kostenfrei https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2023
spelling	10.3389/fmats.2023.1284722 doi (DE-627)DOAJ096897848 (DE-599)DOAJ9c0946f3caaf42d9abc19a51272fdabf DE-627 ger DE-627 rakwb eng Xiangwen Deng verfasserin aut Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content. reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve Technology T Zhengyu Zhu verfasserin aut Xi yang Lin verfasserin aut Xue qiang Yang verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 10(2023) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:10 year:2023 https://doi.org/10.3389/fmats.2023.1284722 kostenfrei https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf kostenfrei https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2023
allfields_unstemmed	10.3389/fmats.2023.1284722 doi (DE-627)DOAJ096897848 (DE-599)DOAJ9c0946f3caaf42d9abc19a51272fdabf DE-627 ger DE-627 rakwb eng Xiangwen Deng verfasserin aut Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content. reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve Technology T Zhengyu Zhu verfasserin aut Xi yang Lin verfasserin aut Xue qiang Yang verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 10(2023) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:10 year:2023 https://doi.org/10.3389/fmats.2023.1284722 kostenfrei https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf kostenfrei https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2023
allfieldsGer	10.3389/fmats.2023.1284722 doi (DE-627)DOAJ096897848 (DE-599)DOAJ9c0946f3caaf42d9abc19a51272fdabf DE-627 ger DE-627 rakwb eng Xiangwen Deng verfasserin aut Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content. reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve Technology T Zhengyu Zhu verfasserin aut Xi yang Lin verfasserin aut Xue qiang Yang verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 10(2023) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:10 year:2023 https://doi.org/10.3389/fmats.2023.1284722 kostenfrei https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf kostenfrei https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2023
allfieldsSound	10.3389/fmats.2023.1284722 doi (DE-627)DOAJ096897848 (DE-599)DOAJ9c0946f3caaf42d9abc19a51272fdabf DE-627 ger DE-627 rakwb eng Xiangwen Deng verfasserin aut Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content. reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve Technology T Zhengyu Zhu verfasserin aut Xi yang Lin verfasserin aut Xue qiang Yang verfasserin aut In Frontiers in Materials Frontiers Media S.A., 2014 10(2023) (DE-627)779920716 (DE-600)2759394-0 22968016 nnns volume:10 year:2023 https://doi.org/10.3389/fmats.2023.1284722 kostenfrei https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf kostenfrei https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full kostenfrei https://doaj.org/toc/2296-8016 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 10 2023
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source	In Frontiers in Materials 10(2023) volume:10 year:2023
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container_title	Frontiers in Materials
authorswithroles_txt_mv	Xiangwen Deng @@aut@@ Zhengyu Zhu @@aut@@ Xi yang Lin @@aut@@ Xue qiang Yang @@aut@@
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Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. 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author	Xiangwen Deng
spellingShingle	Xiangwen Deng misc reinforced soil misc granite residual soil misc matrix suction misc shear strength misc soil-water characteristic curve misc Technology misc T Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
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topic_title	Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil reinforced soil granite residual soil matrix suction shear strength soil-water characteristic curve
topic	misc reinforced soil misc granite residual soil misc matrix suction misc shear strength misc soil-water characteristic curve misc Technology misc T
topic_unstemmed	misc reinforced soil misc granite residual soil misc matrix suction misc shear strength misc soil-water characteristic curve misc Technology misc T
topic_browse	misc reinforced soil misc granite residual soil misc matrix suction misc shear strength misc soil-water characteristic curve misc Technology misc T
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title	Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
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title_full	Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
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author_browse	Xiangwen Deng Zhengyu Zhu Xi yang Lin Xue qiang Yang
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title_sort	effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
title_auth	Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
abstract	Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content.
abstractGer	Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content.
abstract_unstemmed	Introduction: The soil in geogrid-reinforced structures is typically unsaturated, with the shear strength provided by both the matrix suction and the reinforced body. Traditional structural designs for saturated soils only consider the shear strength provided by the reinforced body, neglecting the part provided by matrix suction. As a result, the design for reinforced structures is biased toward conservatism.Method: The study examined the matrix suction-provided shear strength in reinforced soils through strain-controlled triaxial and soil-water characteristic curve (SWCC) pressure plate instrumentation. The feasibility of the Schrefler and Khalili unsaturated soil shear strength formulas for predicting shear strength based on matrix suction forces was verified.Results: The study revealed that the cohesion of saturated reinforced soil exhibits a significant decrease in contrast with unsaturated reinforced soil, with matrix suction serving as a crucial consideration for reinforced structure design.Discussion: The experimental results confirm the suitability of applying the quasi-cohesion increment theory to reinforced clays. The Khalili formula can be utilized to predict the quasi cohesion of unsaturated reinforced soils with greater accuracy under diverse dry density conditions. The results obtained using post-shear moisture content were closer to the measured values than those using initial moisture content.
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title_short	Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil
url	https://doi.org/10.3389/fmats.2023.1284722 https://doaj.org/article/9c0946f3caaf42d9abc19a51272fdabf https://www.frontiersin.org/articles/10.3389/fmats.2023.1284722/full https://doaj.org/toc/2296-8016
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up_date	2024-07-03T22:51:24.350Z
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Effect of matrix suction on the shear strength characteristics of reinforced granite residual soil

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