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土钉支护结构破坏模式的研究
Study on failure mode of soil nailing support structure
【摘要】 结合对数螺旋破坏模式与折线破坏模式,建立了修正折线破坏模式,修正折线破裂面不但更加接近土钉支护破坏的实际破裂面,而且使确定破裂面的计算量大为减少。
【Abstract】 In combination with log-spiral failure mode and two-broken line failure mode,a two-broken line modified failure mode was set up.The two-broken line modified rupture plane not only is more close to the actual rupture plane of damaged soilnailing support,but also it reduces the calculation amount for determining the rupture plane.
- 【文献出处】 工程建设 ,Engineering Construction , 编辑部邮箱 ,2007年06期
- 【分类号】TU476
- 【下载频次】45