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Characterization of resilient behavior of a fine-grained subgrade filler under graded variable confining pressure

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成果类型:
期刊论文
作者:
Xu, Fang;Chen, Youwei;Zhang, Qishu;Dong, Junli;Leng, Wuming;...
通讯作者:
Zhang, QS
作者机构:
[Yang, Qi; Leng, Wuming; Chen, Youwei; Xu, Fang] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China.
[Xu, Fang] Cent South Univ, Mech Teaching Expt Ctr, Changsha 410083, Peoples R China.
[Zhang, Qishu; Dong, Junli] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
通讯机构:
[Zhang, QS ] C
Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
语种:
英文
关键词:
Subgrade filler;Dynamic triaxial test;Resilient modulus;Graded variable confining pressure;Prediction model
期刊:
Case Studies in Construction Materials
ISSN:
2214-5095
年:
2025
卷:
23
页码:
e04960
基金类别:
Natural Science Foundation of Hunan Province [2023JJ41054]; National Natural Science Foundation of China [51978672]
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
The prestressed subgrade is a novel subgrade reinforcement technique wherein horizontal prestress is applied to the subgrade soil through prestressed reinforcement devices. The applied prestress propagates from the slope to the interior of the subgrade, thereby enhancing the confining pressure ( σ 3 ) of the subgrade filler/soil. A series of dynamic triaxial tests with graded variable confining pressure were performed to assess the impact of horizontal prestress on the resilient behavior of a typical fine-grained subgrade filler. The resilient...

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