Modelling The Behaviour Of Sand Under Strain-Controlled Loading BY The Finite Element Method
Strain-controlled tests are conventional in soil mechanics laboratories. It isintended in this paper to simulate both triaxial and simple shear teststheoretically by using the finite element method. The solution of the nonlinearequations is obtained by several iterations. The Newton-Raphson withtang...
| المؤلفون الرئيسيون: | , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Unviversity of Technology- Iraq
2008-02-01
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| سلاسل: | Engineering and Technology Journal |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://etj.uotechnology.edu.iq/article_26095_c95068f831bcbfb44a83f4f56bb7ca5f.pdf |