The deformation failure mechanism of CSNW is divided into three crack developing phases.
复合土钉支护的变形机理可以归纳为三个地表裂缝开展阶段.
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The deformation, failure mechanism and evolution process of the slope under the gravity are analyzed.
分析了该隧道仰坡在自重作用下的变形破坏机制及演变过程.
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