Evaluation of Soft Clay Constitutive Models for over and ANISOTROPICALLY CONSOLIDATED SAMPLES
عنوان مقاله: Evaluation of Soft Clay Constitutive Models for over and ANISOTROPICALLY CONSOLIDATED SAMPLES
شناسه ملی مقاله: NCHP03_824
منتشر شده در اولین کنفرانس بین المللی و سومین کنفرانس ملی سد و نیروگاههای برق آبی در سال 1390
شناسه ملی مقاله: NCHP03_824
منتشر شده در اولین کنفرانس بین المللی و سومین کنفرانس ملی سد و نیروگاههای برق آبی در سال 1390
مشخصات نویسندگان مقاله:
ALI LASHKARI - Shiraz University of Technology
خلاصه مقاله:
ALI LASHKARI - Shiraz University of Technology
The predictive capacities of three constitutive models specially developed for soft clays, MCC, S-CLAY1, and SANICLAY, are evaluated here. Detailed formulations ofthe models are presented first. It is shown that the accuracy of predictions obtained from three models is the same for isotropic consolidated samples. For anisotropicallyconsolidated samples, it is observed that predictions by the MCC model are unrealistic. Both S-CLAY1 and SANICLAY can simulate behavior of anisotropicallyconsolidated samples, however predictions of the SANICLAY model are found moresuitable
کلمات کلیدی: Soft clay, yield function, plastic potential function, OCR, K0-consolidation
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/138647/