Mobilisation-based characteristic value of shear strength for ultimate limit states

Authors :: Ying-Zhong Chen
Mohammad Tabarroki
Jianye Ching
Kok-Kwang Phoon
Source :: Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 16:413-434
Publication Year :: 2021
Publisher :: Informa UK Limited, 2021.
Abstract: Spatial variability in soil shear strength affects the occurrence of the ultimate limit state not only by the spatial averaging along the potential slip curve but also by seeking out mechanically a...

Subjects :: 021110 strategic, defence & security studies
0211 other engineering and technologies
Geology
02 engineering and technology
Building and Construction
Slip (materials science)
Geotechnical Engineering and Engineering Geology
Shear strength (soil)
Spatial variability
Geotechnical engineering
Limit state design
Limit (mathematics)
Safety, Risk, Reliability and Quality
Value (mathematics)
021101 geological & geomatics engineering
Civil and Structural Engineering

ISSN :: 17499526 and 17499518
Volume :: 16
Database :: OpenAIRE
Journal :: Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
Accession number :: edsair.doi...........c3920c4cd1a4a9b6419ae2289be71b7f
Full Text :: https://doi.org/10.1080/17499518.2020.1859121

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