正文
《结构与土木工程前沿(英文)》 >> 2020年 第14卷 第6期 doi: 10.1007/s11709-020-0674-8
Effect of a less permeable stronger soil layer on the stability of non-homogeneous unsaturated slopes
Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India
摘要
关键词
non-homogeneous slope ; stronger soil layer ; factor of safety ; centrifuge model test ; unsaturated soils
正文