Reliability-based stability analysis considering GCL shear strength variability
نویسندگان
چکیده
منابع مشابه
Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method
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a State Key Laboratory ofWater Resources andHydropower Engineering Science, Key Laboratory of RockMechanics inHydraulic Structural Engineering (Ministry of Education),WuhanUniversity, 8 Donghu South Road, Wuhan 430072, PR China b School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, PR China c Department of Civil and Environmental Engineering, The Hong Kong Univers...
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ژورنال
عنوان ژورنال: Geosynthetics International
سال: 2004
ISSN: 1072-6349,1751-7613
DOI: 10.1680/gein.2004.11.3.212