Back analysis method of homogeneous slope at critical state

标题
Back analysis method of homogeneous slope at critical state
作者
关键词
back analysis, shear strength parameters, homogeneous slope, slip surface depth, critical state
出版物
KSCE Journal of Civil Engineering
Volume 21, Issue 3, Pages 670-675
出版商
Springer Nature
发表日期
2016-06-14
DOI
10.1007/s12205-016-0400-1

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