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Effects of Modeling Soil Nonlinearity and Wall Installation on Back-Analysis of Deep Excavation in Stiff Clay
Publisher: American Society of Civil Engineers
Abstract: This paper describes the application of two relatively simple models: a linear elastic–perfectly plastic Mohr-Coulomb and a nonlinear “brick” model for simulating the top-down construction of a multipropped excavation in ...
Postpeak Strength of Interfaces in a Stress-Dilatancy Framework
Publisher: American Society of Civil Engineers
Abstract: Laboratory sand-steel interface tests, using a range of sand sizes on a wide range of surface roughnesses, have been conducted using a direct shear apparatus modified to enable reliable measurements of both friction and ...
Performance of Diaphragm Wall Constructed Using Top-Down Method
Publisher: American Society of Civil Engineers
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