摘要
介绍了在紧临周围建筑物条件下,某深基坑采用广义库仑理论设计的桩锚支护体系,取得了较好的支护效果。
The conditions under which pile-anchors were laid,close to surrounding buildings were described.The application of the generalized Coulomb theory was made to design the pile-anchor supporting system.As a result,good supporting effect is achieved.
出处
《辽宁工业大学学报（自然科学版）》
2010年第3期162-164,共3页
Journal of Liaoning University of Technology(Natural Science Edition)
关键词
深基坑
桩锚
广义库仑理论
deep foundation
pile-anchor
generalized coulomb theory
