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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
作者:  Zhou W.-H.;  Mu Y.;  Qi X.-H.;  Yang S.
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Basal heave stability  Bjerrum-Eide’s method  Braced excavation  Reliability-based design  Slip circle method  Terzaghi’s method