Analysis on the Relative Sizes of Test Model for Deep Foundation Excavation Using ANSYS
Dealing with the test model of the cantilever sheet pile wall structure in the work of deep foundation excavation, a finite element application software, ANSYS, is employed to calculate a large number of cases, to analyze the test models relative sizes, such as the length, the width, the inserted depth, the reserved depth and so on, and to estimate the stress errors of the structure and the displacement errors of the walls top and the walls body, which are caused by the structures relative sizes. At last, according to the errors analysis, a suggested table of the relative sizes is referred to various kinds of soil material.
ANSYS Excavation Cantilever Sheet Pile Wall Relative Sizes
Taihua Yang Xiao Yu
College of Urban Construction, Wuhan University of Science and Technology, Wuhan, China College of Urban Construction, Wuhan University of Science and Technology, Wuhan, China College of C
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
564-568
2006-04-01（万方平台首次上网日期，不代表论文的发表时间）