[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.12989/sem.2009.33.1.067

Nonlinear analysis of the influence of increments amounts and history load on soil response

Ivandic, Kreso (Faculty of Geotechnical Engineering)
Soldo, Bozo (Faculty of Geotechnical Engineering)

Publication Information

Structural Engineering and Mechanics / v.33, no.1, 2009 , pp. 67-77 More about this Journal

Abstract

The soil response calculation is described, by which, threw the fictive path of stress, the stress-deformation diagrams are determined, considering the nonlinear soil behavior. The calculation are lead incrementally, by which is shown that in the presented soil model (modified Cam Clay), considering the influence of overconsolidated soil pressure OCR, the number of calculation steps may, but not necessarily, have a sufficient influence on the value of failure load and definite soil deformation. The simplicity and the practicalness of the procedure, the enables modeling the complex relations in soil.

Keywords

nonlinearity; average normal stress; deviation stress; plasticity; increment; calculation; volume and deviation deformation; modified Cam clay model;

Citations & Related Records

Times Cited By Web Of Science : 0 (Related Records In Web of Science)
Times Cited By SCOPUS : 0

Reference

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