Computer Numerical Simulation of Sluice Structure on Deep Overburden Foundation
Xuan Wang, Weiping Hu, Xuanmao Peng
Available Online July 2015.
- 10.2991/lemcs-15.2015.247How to use a DOI?
- Deep Overburden Layer; Lock Structure; Strees; Srain; Numerical Analysis
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.
- © 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/).
Cite this article
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 -