首页 / 资料库 / 文献详情

Numerical analyses of deformation of inclined pile-retained excavations

WANG En-yu 1, 2, ZHOU Hai-zuo 1,2, ZHENG Gang 1, 2, HE Xiao-pei 1, 2, YANG Shi-fei 3, WEI Jian-hua 3

2019DOAJ (DOAJ: Directory of Open Access Journals)Engineering被引 1开放获取

出版方页面 →

摘要

The application of inclined piles can efficiently limit the deformation of retaining structures, save the cost and reduce the duration of the construction. However, there are few researches on the theories and technologies about the deformation and various forms of inclined piles. A series of inclined pile-retained excavation models simulated by FEM software Plaxis3D are employed to estimate the characteristics of pile deflection and ground settlement of several different inclined pile-retained excavations.

引用本文(GB/T 7714)

WANG En-yu 1, 2, ZHOU Hai-zuo 1,2, ZHENG Gang 1, 2, HE Xiao-pei 1, 2, YANG Shi-fei 3, WEI Jian-hua 3. Numerical analyses of deformation of inclined pile-retained excavations[J]. DOAJ (DOAJ: Directory of Open Access Journals), 2019.

引文网络

参考文献与被引分析加载中…

DOI:https://doi.org/10.11779/cjge2019s1019

本站仅收录题录与摘要供学习参考,全文版权归属出版方;如有侵权请联系我们删除。