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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:2/0  |  Submit date:2018/12/21
Basal heave stability  Bjerrum-Eide’s method  Braced excavation  Reliability-based design  Slip circle method  Terzaghi’s method  
Empirical formulas in the prediction of breach parameters Conference paper
15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
Authors:  Zhang L.;  Yan W.M.;  Yuen K.-V.
Favorite  |  View/Download:2/0  |  Submit date:2019/02/12
Bayesian analysis  Breach parameters  Dam failure  Model class selection  Probability