Elastic behavior of a model paste - paste Lzjy for soils

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Abstract:
Behavioral models based on the concept of elasticity paste Lzjy Payhgzaryshdh Plus a wide range of stress Przyna in function to express the behavior of soils using time Be. Answer these models include a part time independent elasticity Lzjy paste function to one part time. In spite of modeling this type Simply, some aspects of soil behavior such as state failure and paste Plastic deformation in the fast Qablbyan loadings are not. Indeed In these models does not satisfy the compatibility condition. Bhbartdygr stress conditions Outside the surface can give adhered. Also, rapid loadings Answer model is resilient and paste Tghyyrshklhay Lzjy over time produce Be. Even if this is he loadings of fast sections Mdhyy Soil is Tghyyrshklhay paste. In the present article, paste mechanism Lzjy Elastic model to paste) base model (has been added. Elastic plastic model Lzjy paste The resulting ability to xpress not only a function of time such behavior Creep phenomena) primary and secondary (, Rhashdgy stress and loading rate effects Has, but the behavior of soils under rapid loadings and conditions Also takes into account downtime. How to determine model parameters and meanings Physical and rate each of their impact on response model is presented. Finally, the model performance in function of time behavior of a soil expressed Mas·hyy Assessment The result indicates that the feature has been well expressed in the model behavior The soil is a function of time.
Language:
Persian
Published:
Sharif Journal Civil Engineering, Volume:26 Issue: 2, 2011
Pages:
29 to 38
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