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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
通讯作者:
Li, T
作者机构:
[Li, T; Li, Tao; Li, Jixiao] Changsha Univ Sci & Technol, Key Lab Safety Control Bridge Engn, Minist Educ, Changsha 410114, Peoples R China.
[Li, T; Li, Tao; Li, Jixiao] Changsha Univ Sci & Technol, Sch Civil & Environm Engn, Changsha 410114, Peoples R China.
[Li, T; Li, Tao; Li, Jixiao] Natl Key Lab Green & Long Life Rd Engn Extreme Env, Changsha 410114, Peoples R China.
[Li, Bingyang] Changsha Univ Sci & Technol, Elite Engn Sch, Changsha 410114, Peoples R China.
[Yu, Guangtao] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China.
通讯机构:
[Li, T ] C
Changsha Univ Sci & Technol, Key Lab Safety Control Bridge Engn, Minist Educ, Changsha 410114, Peoples R China.
Changsha Univ Sci & Technol, Sch Civil & Environm Engn, Changsha 410114, Peoples R China.
Natl Key Lab Green & Long Life Rd Engn Extreme Env, Changsha 410114, Peoples R 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:
18
期:
5
页码:
996
基金类别:
National Natural Science Foundation of China#&#&#52308339 Innovative Projects of Key Disciplines of Civil Engineering of Changsha University of Science & Technology#&#&#23ZDXK10
机构署名:
本校为第一且通讯机构
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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