Performance of quasilinear elastic constitutive models in simulation of geosynthetic encased columns

Author:

Khabbazian Majid,Kaliakin Victor N.,Meehan Christopher L.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. Nonlinear analysis of stress and strain in soils;Duncan;J Soil Mech Found Div, ASCE,1970

2. Brinkgreve RBJ. Selection of soil models and parameters for geotechnical engineering application. In: Yamamuro JA, Kaliakin VN, editors. Soils constitutive models. Evaluation, selection, and calibration, ASCE geotechnical special technical publication 128. New York: ASCE; 2005. p. 290-309.

3. Janbu N. Soil compressibility as determined by oedometer and triaxial tests. European conference on soil mechanics and foundation engineering. Wissbaden, Germany; 1963. p. 19–25.

4. Hyperbolic stress-strain response: cohesive soils;Konder;J Soil Mech Found Div, ASCE,1963

5. Stresses and movements in oroville dam;Kulhawy;J Soil Mech Found Div, ASCE,1972

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