Experimental Study on the Compression Characteristics of Sand-Silt-Clay Mixtures.

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成果类型：

期刊论文

作者：

Li, Tao;Li, Jixiao;Li, Bingyang;Yu, Guangtao

作者机构：

[Li, Tao; Li, Jixiao] Key Laboratory of Safety Control of Bridge Engineering, Ministry of Education, Changsha University of Science & Technology, Changsha 410114, China

[Li, Tao; Li, Jixiao] School of Civil and Environmental Engineering, Changsha University of Science & Technology, Changsha 410114, China

[Li, Tao; Li, Jixiao] National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Changsha 410114, China

[Li, Bingyang] Elite Engineering School, Changsha University of Science & Technology, Changsha 410114, China

[Yu, Guangtao] School of Traffic & Transportation Engineering, Changsha University of Science & Technology, Changsha 410114, China

语种：

英文

关键词：

clay–silt ratio;compressibility;compression model;fines content;sand–silt–clay mixtures

期刊：

Materials

ISSN：

1996-1944

年：

2025

卷：

期：

DOI：

10.3390/ma18050996

机构署名：

本校为第一机构

院系归属：

交通运输工程学院

土木工程学院

摘要：

In order to investigate the influence of the coexistence of clay and silt on the compression characteristics of sand, one-dimensional compression consolidation tests were carried out on reconstituted saturated sand-silt-clay mixtures with a constant initial void ratio, and the effects of fines content (FC) and clay-silt ratio (CS) on the compression characteristics of mixed soils were studied. The mechanism of the experimental results was additionally explained from a microscopic perspective. The test results show that: the compressibility of mixed soil increased with the increase in FC; the c...

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Experimental Study on the Compression Characteristics of Sand-Silt-Clay Mixtures.

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