Computer Numerical Simulation of Sluice Structure on Deep Overburden Foundation

DOI

10.2991/lemcs-15.2015.247How to use a DOI?

Keywords

Deep Overburden Layer; Lock Structure; Strees; Srain; Numerical Analysis

Abstract

This paper adopts the space combination finite element method to calculate the whole displacement and stress of chamber structure and foundation, calculates the overall stability against sliding and anti-floating stability safety coefficient of the lock chamber structure via the rigid body limit equilibrium method, and simulates the excavation and backfill of the covering through the method of the nonlinear variable stiffness. The calculation model effectively considers the lock chamber structure, foundation interaction and the influence of lock chamber structure on both sides of the concrete dam.

Copyright

© 2015, 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  - Xuan Wang
AU  - Weiping Hu
AU  - Xuanmao Peng
PY  - 2015/07
DA  - 2015/07
TI  - Computer Numerical Simulation of Sluice Structure on Deep Overburden Foundation
BT  - Proceedings of the International Conference on Logistics, Engineering, Management and Computer Science
PB  - Atlantis Press
SP  - 1240
EP  - 1245
SN  - 1951-6851
UR  - https://doi.org/10.2991/lemcs-15.2015.247
DO  - 10.2991/lemcs-15.2015.247
ID  - Wang2015/07
ER  -