Pile behavior under inclined compressive loads-A model study

被引：0

作者：

Roy, Soumya ^{[1
]}

Chattapadhyay, Bikash Chandra ^{[2
]}

Sahu, Ramendu Bikash ^{[3
]}

机构：

[1] Civil Engineering Department, Meghnad Saha Institute of Technology, Kolkata, West Bengal, India

[2] Civil Engineering Department, Bengal Engineering and Science University, Shibpur, Howrah, West Bengal, India

[3] Civil Engineering Department, Jadavpur University, Kolkata, West Bengal, India

来源：

Electronic Journal of Geotechnical Engineering | 2013年 / 18 K卷

关键词：

Pile foundations - Loads (forces) - Load limits;

D O I：

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学科分类号：

摘要：

引用

页码：2187 / 2205