The influences of the parameters such as elastic modulus of rock, cohesive strength and friction angle of slide surface, thickness and angle of rock layer on the critical length were studied.

 
  • 分析了巖石彈性模量、層間滑動(dòng)面強度、巖層厚度、層面傾角等因素對此類(lèi)邊坡潰屈破壞臨界坡長(cháng)的影響。
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