A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
A non-linear numerical method of composite foundation with rigid-flexible piles in the stratified soil under the vertical load was established in this paper. The analytical model of the pile-soil-pile interaction was used to imitate the pile-soil system and the finite element method was applied to simulate the cushion (the cushion cap). The corresponding calculation program was programmed. Computation results show that the method is reasonable and feasible, and can be applied to the analysis of practical composite foundation.
Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
A non-linear numerical method of composite foundation with rigid-flexible piles in the stratified soil under the vertical load was established in this paper. The analytical model of the pile-soil-pile interaction was used to imitate the pile-soil system and the finite element method was applied to simulate the cushion (the cushion cap). The corresponding calculation program was programmed. Computation results show that the method is reasonable and feasible, and can be applied to the analysis of practical composite foundation.
Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
Advanced Materials Research ; 671-674 ; 133-136
2013-03-11
4 pages
Article (Journal)
Electronic Resource
English
Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
| British Library Conference Proceedings | 2013
Field Test on Composite Foundation Incorporating Flexible and Rigid Piles
| British Library Conference Proceedings | 2011
Field Test on Composite Foundation Incorporating Flexible and Rigid Piles
| Trans Tech Publications | 2010
| Engineering Index Backfile | 1935