摘要
后座墙是承受顶管推力之反力的墙体,为确保后座墙在推力作用下不产生滑动、剪切或倾覆破坏,不产生明显的压缩变形,计算出顶管总推力的大小以确定后座墙断面设计,并通过验算来验证其是否符合设计要求。
The blackseat wall is the wall to take the push from conduit. In order to ensure the balsckseat wall will not be destroyed by sliding, shear and overturning and produced obvious compressive deformation, the total push of conduit was worked out to design the blackseat wall's profile and was tested by checking calculation.
出处
《广东水利电力职业技术学院学报》
2005年第2期43-45,共3页
Journal of Guangdong Polytechnic of Water Resources and Electric Engineering
关键词
土坝
顶管
后座墙
设计
earth-fill dam
conduit
blackseat wall
design