Random Finite Element Computation Analysis of Deformation of Multi-pivot Foundation Pit
Authors
Ming Yang, Jun Wang, Zhengxiang Wang, Chaofeng Wu
Corresponding Author
Ming Yang
Available Online June 2015.
- DOI
- 10.2991/icecee-15.2015.35How to use a DOI?
- Keywords
- Multi-support; Foundation pit; Finite element.
- Abstract
The paper selects shear strength index of soil as the random variable, and applies elastic foundation beam system finite element method and load incremental method to establish random finite element computing model of multi-pivot piling wall supporting foundation pit deformation and deduct the partial derivative of foundation pit deformation for random variable. Combined with the improved the first-order second-moment method, the paper analyzes the reliability of multi-pivot piling wall supporting foundation pit deformation for providing theoretical and research basis for the design method of deep excavation engineering based on reliability theory.
- 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/).
Cite this article
TY - CONF AU - Ming Yang AU - Jun Wang AU - Zhengxiang Wang AU - Chaofeng Wu PY - 2015/06 DA - 2015/06 TI - Random Finite Element Computation Analysis of Deformation of Multi-pivot Foundation Pit BT - Proceedings of the 2015 International Conference on Electrical, Computer Engineering and Electronics PB - Atlantis Press SP - 149 EP - 158 SN - 2352-538X UR - https://doi.org/10.2991/icecee-15.2015.35 DO - 10.2991/icecee-15.2015.35 ID - Yang2015/06 ER -