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Estimation of Active Earth Pressure for Narrow Unsaturated Backfills Considering Soil Arching Effect and Interlayer Shear Stress

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成果类型:
期刊论文
作者:
Fu, Daxi;Yang, Minghui;Deng, Bo;Gong, Hutao
通讯作者:
Bo Deng
作者机构:
[Fu, Daxi] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China.
[Gong, Hutao; Fu, Daxi] Henan Prov Transportat Planning & Design Inst Co, Zhengzhou 450015, Peoples R China.
[Yang, Minghui] Xiamen Univ, Sch Architecture & Civil Engn, Xiamen 361005, Peoples R China.
[Deng, Bo] Univ South China, Coll Civil Engn, Hengyang 421001, Peoples R China.
通讯机构:
[Bo Deng] C
College of Civil Engineering, University of South China, Hengyang 421001, China<&wdkj&>Author to whom correspondence should be addressed.
语种:
英文
关键词:
active earth pressure;unsaturated narrow backfill;interlayer shear stress;arching effect;thin-layer element method
期刊:
Sustainability
ISSN:
2071-1050
年:
2022
卷:
14
期:
19
页码:
12699-
基金类别:
Formal analysis, M.Y. and H.G.; Funding acquisition, M.Y. and B.D.; Investigation, M.Y.; Methodology, H.G.; Writing—original draft, D.F. and B.D. All authors have read and agreed to the published version of the manuscript. This research was supported by the Transportation Science and Technology project of Henan province (2019J-2-12, 2021J7) and Science Foundation for Youths of Hunan Province of China (2021JJ40460), which are gratefully acknowledged.
机构署名:
本校为其他机构
摘要:
Affected by climatic conditions such as rainfall, evaporation and air temperature, most of the backfill soil is in an unsaturated state, and the decrease in matric suction leads to the failure of the retaining structure. In view of this, this study takes the vertical rigid retaining wall with narrow unsaturated backfill as the research object, assuming that the backfill behind the wall forms a circular soil arch and considering the interlayer shear stress; thus, the analytical solution of the active earth pressure of narrow unsaturated soil is ...

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