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Experimental Study on Cumulative Plastic Deformation of Coarse-Grained Soil High-Grade Roadbed under Long-Term Vehicle Load

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成果类型:
期刊论文
作者:
He, Zhongming*;Liu, Yaxin;Tang, Haolong;Xing, Yihang;Bian, Hanbing
通讯作者:
He, Zhongming
作者机构:
[Liu, Yaxin; He, Zhongming; Tang, Haolong; Xing, Yihang] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China.
[Bian, Hanbing] Univ Lorraine, Lab Study Microstruct & Mat Mech, F-57070 Metz, Lorraine, France.
通讯机构:
[He, Zhongming] C
Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China.
语种:
英文
期刊:
Advances in Civil Engineering
ISSN:
1687-8086
年:
2018
卷:
2018
页码:
1-8
基金类别:
*is work was financially supported by the National Science Foundation of China (51678073, 51508042, and 51838001) and the Research Foundation of Hunan Province (2016SK2023).
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
摘要:
According to the change characteristics of the subgrade moisture content and the mechanical calculation of several typical highways, the test scheme of the permanent deformation of coarse soil was formulated. The relationship between the permanent deformation of coarse-grained soil and the stress level, compaction degree, moisture content, and loading frequency was studied by cyclic loading triaxle testing. The results show that the permanent deformation of coarse-grained soil increases with the increase in partial stress and moisture content a...

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