Ananlysis of Element-wise Response under Uniform Three-dimensional Deformation Condition

DOI

10.2991/icache-16.2016.17How to use a DOI?

Keywords

Element-wise response, Three-dimensional, Uniform deformation, Numerical stability

Abstract

In order to get the mechanical response of soils, the element-wise experiments are always carried out assuming a uniform deformation field. In this paper, the attempt to obtain uniform deformation field under three dimensional cubic and cylinder conditions is made theoretically. It is found that the pore water pressure inside the specimen is determined by the horizontal accelerations. While in the cubic condition, the horizontal acceleration is not unique, and it is impossible to realize the uniform deformation field. However, for the cylinder condition, the uniform field is feasible.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Binbin Xu
AU  - Wei Si
PY  - 2016/11
DA  - 2016/11
TI  - Ananlysis of Element-wise Response under Uniform Three-dimensional Deformation Condition
BT  - Proceedings of the 2016 2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE 2016)
PB  - Atlantis Press
SP  - 86
EP  - 89
SN  - 2352-5401
UR  - https://doi.org/10.2991/icache-16.2016.17
DO  - 10.2991/icache-16.2016.17
ID  - Xu2016/11
ER  -