关键词 ：锚索抗滑桩 ； 弹性地基梁理论 ；变形 ；内力计算 [gap=808]Key words：anchor anti-slide piles；elastic foundation beam theory；deformation；internal force calculation
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The ground coefficient method is commonly used for internal force calculation for anti-slide piles and anchor caverns.
工程中常用的抗滑桩和锚固洞的内力计算方法多为地基系数法。
Second, durability model test for cantilevered and prestressed anchor anti-slide pile are took up, all model piles are affected under acid-stress coupling.
第二、进行了悬臂式抗滑桩和预应力锚拉桩在酸-应力耦合条件下的耐久性模型试验。
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