scholarly journals Stress-Strain Behavior of Sand under Monotonic and Cyclic Loading in General Stress System and Its Elastoplastic Modeling

2001 ◽  
Vol 41 (3) ◽  
pp. 125-140 ◽  
Author(s):  
Masaya Hinokio ◽  
Teruo Nakai ◽  
Takuya Hoshikawa ◽  
Hideo Yoshida
Keyword(s):  
Cyclic Loading ◽  
Stress System ◽  
Stress Strain ◽  
Strain Behavior ◽  
General Stress ◽  
Elastoplastic Modeling

scholarly journals Stress-Strain Behavior of Sand in Plane Strain Compression, Extension and Cyclic Loading Tests

1999 ◽  
Vol 39 (5) ◽  
pp. 31-45 ◽  
Author(s):  
Toru Masuda ◽  
Fumio Tatsuoka ◽  
Shinichi Yamada ◽  
Takeshi Sato
Keyword(s):  
Cyclic Loading ◽  
Plane Strain ◽  
Plane Strain Compression ◽  
Stress Strain ◽  
Strain Behavior ◽  
Loading Tests ◽  
Cyclic Loading Tests

Normalized behavior of clay under irregular cyclic loading

1990 ◽  
Vol 27 (1) ◽  
pp. 29-46 ◽  
Author(s):  
Mladen Vucetic
Keyword(s):  
Cyclic Loading ◽  
Simple Shear ◽  
Shear Loading ◽  
Repeated Loading ◽  
Stress Strain ◽  
Systematic Analysis ◽  
Strain Behavior ◽  
Direct Simple Shear ◽  
Two Factors ◽  
Test Soil

A systematic analysis of the undrained stress–strain behavior of clay under irregular cyclic simple shear loading is presented. Seven specimens of an offshore clay consolidated to overconsolidation ratios of 1, 2, and 4 were subjected to different combinations of variable and nonsymmetric cyclic amplitudes using the Norwegian Geotechnical Institute (NGI) direct simple shear device. The test results show that (1) the behavior under such loads is influenced by several different factors, (2) among these factors the loading history and cyclic stiffness degradation are predominant, and (3) the irregular cyclic loading stress–strain curves can be described quite well by five rules that incorporate only these two factors. Four out of these five rules are the extensions of two original and two extended Masing rules to the behaviour of cyclically degrading clay. The fifth rule is new. The effects of the S-shaping of the stress–strain curves and the rate of loading on the applicability of the rules are also discussed. The stress–strain curves are presented in the normalized form with respect to the vertical effective consolidation stress. In this form they show quantitatively the same trends, indicating that such normalization is applicable to irregular cyclic loading. Key words: clay, earthquake loading, laboratory test, ocean soil, overconsolidation, simple shear test, soil dynamics, strain rate effect, repeated loading.

Numerical modeling of stress–strain behavior of sand under cyclic loading

2010 ◽  
Vol 116 (1-2) ◽  
pp. 53-72 ◽  
Author(s):  
Habib Shahnazari ◽  
Yasser Dehnavi ◽  
Amir Hossein Alavi
Keyword(s):  
Numerical Modeling ◽  
Cyclic Loading ◽  
Stress Strain ◽  
Strain Behavior
Sign in / Sign up

Export Citation Format

Share Document