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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:3/0  |  Submit date:2018/12/21
Basal heave stability  Bjerrum-Eide’s method  Braced excavation  Reliability-based design  Slip circle method  Terzaghi’s method