Influence of clay content on static shear strength of sand-clay mixture

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成果类型：

期刊论文

作者：

Tao Li*;Yongfei Lin;Ling Zeng;Xiaowei Tang;Gang Yang;...

通讯作者：

Tao Li

作者机构：

Key Laboratory of Safety Control of Bridge Engineering, Ministry of Education, Changsha University of Science & Technology, Changsha, China

[Ling Zeng] School of Civil and Environmental Engineering, Changsha University of Science & Technology, Changsha, China

[Xiaowei Tang; Gang Yang] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China

[Shun Liu] China Institute of Water Resources and Hydropower Research, Beijing, China

[Tao Li; Yongfei Lin] Key Laboratory of Safety Control of Bridge Engineering, Ministry of Education, Changsha University of Science & Technology, Changsha, China<&wdkj&>School of Civil and Environmental Engineering, Changsha University of Science & Technology, Changsha, China

通讯机构：

[Tao Li] K

Key Laboratory of Safety Control of Bridge Engineering, Ministry of Education, Changsha University of Science & Technology, Changsha, China<&wdkj&>School of Civil and Environmental Engineering, Changsha University of Science & Technology, Changsha, China

语种：

英文

期刊：

Soil Dynamics and Earthquake Engineering

ISSN：

0267-7261

年：

2026

卷：

200

页码：

109721

DOI：

10.1016/j.soildyn.2025.109721

基金类别：

CRediT authorship contribution statement Tao Li: Writing – review & editing, Writing – original draft, Validation, acquisition, Formal analysis, Data curation, Conceptualization. Yongfei Lin: Writing – review & editing, Writing – original draft, Validation, Formal analysis, Conceptualization. Ling Zeng: Writing – review & editing, Methodology, Investigation, Formal analysis, Conceptualization. Xiaowei Tang: Supervision, Methodology, Formal analysis, Conceptualization. Gang Yang: Validation, Methodology, Formal analysis,

机构署名：

本校为第一且通讯机构

院系归属：

土木工程学院

摘要：

Static liquefaction will occur in saturated sand-clay mixtures under static loading. Understanding the mechanical behavior of sand-clay mixtures is crucial for evaluating its safety and stability. Through a series of isotropically consolidated undrained triaxial compression tests (CU), the effect of clay content (CC) on static shear strength of sand-clay mixtures were studied under constant sand skeleton void ratio (e s ). Test results demonstrate that static liquefaction happened for specimens with CC = 0 % (pure sand), 3 %, 5 %, 7 %, and 10 %...

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Influence of clay content on static shear strength of sand-clay mixture

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