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Reliability-Based Design of Basal Heave Stability for Braced Excavation Using Three Different Methods Conference paper
Springer Series in Geomechanics and Geoengineering
Authors:  Zhou W.-H.;  Mu Y.;  Qi X.-H.;  Yang S.
Favorite | View/Download:13/0 | TC[WOS]:0 TC[Scopus]:0 | Submit date:2018/12/21
Basal heave stability  Bjerrum-Eide’s method  Braced excavation  Reliability-based design  Slip circle method  Terzaghi’s method  
An efficient probabilistic back-analysis method for braced excavations using wall deflection data at multiple points Journal article
COMPUTERS AND GEOTECHNICS, 2017,Volume: 85,Page: 186-198
Authors:  Qi, Xiao-Hui;  Zhou, Wan-Huan
Favorite | View/Download:42/0 | TC[WOS]:29 TC[Scopus]:32 | Submit date:2018/10/30
Bayesian Updating  Braced Excavation  Response Surface Method  Wall Deflection Data  Markov Chain Monte Carlo Method  Finite Element Analysis