Nonlinear numerical consolidation analysis of clays with time dependent drainage properties using Generalized Differential Quadrature Method
سال انتشار: 1395
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 534
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شناسه ملی سند علمی:
CEUCONF04_339
تاریخ نمایه سازی: 10 تیر 1396
چکیده مقاله:
In this article, nonlinear consolidation in saturated of homogeneous clay layer has been survey ed to evaluate excess pore water pressure in depth of layer by considering time dependent drainage model. Generalized DifferentialQuadrature Method (GDQM) has been used for numerical modeling of equations. Modeling procedure is as follows: atfirst, independent variable domains (i.e., time and clay layer depth) were discretized by Chebyshev -Gauss-Lobatto series. Then system of nonlinear equations which had been obtained from the GDQM was calculated by means of theNewton-Raphson method. Results indicate that GDQM has a great accuracy and low computational efforts for calculation of excess pore water pressure in nonlinear consolidation phenomenon
کلیدواژه ها:
Generalized Differential Quadrature Method (GDQM) ، Nonlinear consolidation ، Time dependent drainage ، Saturated clay layer
نویسندگان
Ayoub Bahmanikashkouli
M.Sc. Civil Engineering, Faculty of Engineering, Islamic Azad University, Bushehr, Iran
Omidreza Bahadori Nezhad
PhD Student in Civil Engineering, Faculty of Engineering, Bu-Ali Sina University, Hamedan, Iran
Mohammadsaeid Parsamehr
B.Sc. Student in Civil Engineering, Faculty of Engineering, Bu-Ali Sina University, Hamedan, Iran
Alireza Bahadori Nezhad
B.Sc. Civil Engineering, Faculty of Engineering, Persian Gulf University, Bushehr, Iran