正文
《结构与土木工程前沿(英文)》 >> 2014年 第8卷 第3期 doi: 10.1007/s11709-014-0260-z
Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles
Department of Geological Engineering, Southwest Jiaotong University, Chengdu 610031, China
摘要
关键词
high loess slope ; CSNSP ; PLAXIS ; phi/c strength reduction method ; Sweden circular slip surface
正文