Long-term consolidation analysis of a large-scale embankment construction on soft clay deposits using an elasto-viscoplastic model
نویسندگان
چکیده
منابع مشابه
Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model
متن کامل
Long-term Iran's inflation analysis using varying coefficient model
Varying coefficient Models are among the most important tools for discovering the dynamic patterns when a fixed pattern does not fit adequately well on the data, due to existing diverse temporal or local patterns. These models are natural extensions of classical parametric models that have achieved great popularity in data analysis with good interpretability.The high flexibility and interpretab...
متن کاملThermo-elasto-viscoplastic Analysis of Problems in Extension and Shear
The problems of extension and shear behavior of structural elements made of carbon steel and subjected to large thermomechanical loads are investigated. The analysis is based on nonlinear geometric and constitutive relations, and is expressed in a rate form. The materiai constitutive eqtiations arc capab!e of reproducing all nonisothermal, elasto-viscoplastic characteristics. The results of the...
متن کاملcost benefits of rehabilitation after acute coronary syndrome in iran; using an epidemiological model
چکیده ندارد.
An Elasto-viscoplastic Contact Problem: an a Posteriori Error Analysis and Computational Experiments
In this paper, we reconsider a contact problem between an elasto-viscoplastic body and a deformable obstacle. The contact is modeled by the classical normal compliance contact condition. Then, fully discrete approximations are obtained by using the finite element method to approximate the spatial variable and the forward Euler scheme to discretize time derivatives. An a posteriori error analysi...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2012
ISSN: 0038-0806
DOI: 10.1016/j.sandf.2012.01.010