摘要
从横观各向同性理论出发,数值模拟岩体各向异性对预应力锚索抗滑桩受力的影响,探讨了岩层的方向性、抗滑桩长度和预应力锚索安装角的变化对预应力锚索抗滑桩受力的影响。
Based on transversely isotropic theory, influences of anisotropic rock upon the force of anti-slide pile with prestressed anchor cable are digitally simulated. The influence of the change of rock stratum strike, the length of anti-slide pile and angle of prestressed anchor cable on the force of anti-slide pile with prestressed anchor cable are discussed.
出处
《山东交通学院学报》
CAS
2007年第4期38-42,共5页
Journal of Shandong Jiaotong University
关键词
横观各向同性
预应力锚索抗滑桩
数值分析
transversely anisotropic
anti-slide pile with pre-stressed anchor cable
numerical analysis
