正文
《结构与土木工程前沿(英文)》 >> 2017年 第11卷 第2期 doi: 10.1007/s11709-016-0370-x
Linear and nonlinear elastic analysis of closely spaced strip foundations using Pasternak model
Department of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur 208016, India
摘要
关键词
bearing capacity ; linear and non-linear elasticity ; foundation ; interaction effect ; numerical modeling ; Pasternak model
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