Inversion of damage inducement of wharf pile foundation under heaped load based on parametric model

被引:0
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作者
Liangdong Zuo
Shibao Cao
Shiliang Zhou
Jun Wu
机构
[1] Hohai College of Chongqing Jiaotong University,Chongqing Southwest Research Institute for Water Transport Engineering
[2] Chongqing Jiaotong University,undefined
来源
SN Applied Sciences | 2022年 / 4卷
关键词
Heap load; Injury inducement; Inversion analysis; Wharf pile foundation;
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