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岩体各向异性与预应力锚索抗滑桩相互作用的数值模拟分析
Numerical Simulation and Analysis of Interaction between Anisotropic Rock and Anti-Slide Pile with PreStressed Anchor Cable
【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。
【Abstract】 Based on transversely isotropic theory,influences of anisotropic rock upon the force of anti-slide pile with pre-stressed anchor cable are digitally simulated.The influence of the change of rock stratum strike,the length of anti-slide pile and angle of pre-stressed anchor cable on the force of anti-slide pile with pre-stressed anchor cable are discussed.
【关键词】 横观各向同性；
预应力锚索抗滑桩；
数值分析；
【Key words】 transversely anisotropic； anti-slide pile with pre-stressed anchor cable； numerical analysis；
【Key words】 transversely anisotropic； anti-slide pile with pre-stressed anchor cable； numerical analysis；
- 【文献出处】 山东交通学院学报 ,Journal of Shandong Jiaotong University , 编辑部邮箱 ,2007年04期
- 【分类号】TU457
- 【被引频次】8
- 【下载频次】137