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Calculation Model and Numerical Validation of Horizontal Capacity of Micropiles with Different Section Forms

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成果类型:
期刊论文
作者:
Chao, Wan-li;Yang, Jin*;Liu, Wen-jie;Pan, Shi-qiang;Deng, Zong-wei;...
通讯作者:
Yang, Jin;Liu, WJ
作者机构:
[Yang, Jin; Liu, Wen-jie; Pan, Shi-qiang; Jin, Yu-xuan; Yang, J; Liu, WJ; Chao, Wan-li] Hunan Commun Res Inst Co Ltd, Changsha 410007, Peoples R China.
[Fu, Gui-hai; Deng, Zong-wei] Hunan City Univ, Coll Civil Engn, Yiyang 413049, Peoples R China.
通讯机构:
[Yang, J; Liu, WJ ] H
Hunan Commun Res Inst Co Ltd, Changsha 410007, Peoples R China.
语种:
英文
期刊:
Advances in Civil Engineering
ISSN:
1687-8086
年:
2022
卷:
2022
基金类别:
Hunan Transportation Science and Technology Project [201501, 201907]; Natural Science Foundation of Hunan Province, ChinaNatural Science Foundation of Hunan Province [2020JJ4156, 2021JJ50142]; National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51674041, 51474103]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
With the popularized application of micropile for slope reinforcement, there are many kinds of pile section form, such as single steel bar, multisteel bar, and tube. In order to obtain the theoretical calculation model of horizontal capacity of micropiles with different types, numerical simulations for two common conditions, namely, soil-soil and soil-rock, were carried out to study micropile reinforced slope's deformation and failure regulation. The dominated indicator for micropile horizontal capacity was acquired. By using the equivalence pr...

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