Numerical Simulation for the Sheet Pile Walls with ANSYS
Finite element application software, ANSYS, is employed to calculate and analyze the model of the sheet pile walls in deep excavation engineering. The isograph of soil displacement, the distribution map of active pressure, the crack depth between the wall and sail, and the settlement influence areas radius of the cantilever sheet pile wall have been gained successfully. It has also been proved that the tie rod force (F) of anchored sheet pile wall would strongly influence soil settlement. The simulation results provide quite valuable reference for the design and construction of the deep excavation engineering.
ANSYS sheet pile wall displacement earth pressure
Xiao Yu Taihua Yang Xiaoke Su
Wuhan University of Science & Technology, China
国际会议
2006现代科技国际研讨会(The International Workshop on Modern Science and Technology in 2006)
北京
英文
587-591
2006-04-01（万方平台首次上网日期，不代表论文的发表时间）