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An Incrementally Non-linear Model for Clays with Directional Stiffness and a Small Strain Emphasis

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