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Filtering by: Creator Xuxin Tu Resource type Dissertation

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Description:: In response to construction activities and loads from permanent structures, soil generally is subjected to a variety of loading modes varying both in time and location. It also has been increasingly appreciated that the strains around well-designed foundations, excavations and tunnels are mostly small, with soil responses at this strain...
Keyword:: plastic, directional stiffness, small strain, clay, constitutive model, and incremental non-linearity
Subject:: Civil and Environmental Engineering
Creator:: Xuxin Tu
Owner:: Scholarly Digital Publishing
Date Uploaded:: 05/14/2018
Date Modified:: 05/14/2018
Date Created:: 2007-03-06
Resource Type:: Dissertation

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