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对贵阳市某多地层垂直开挖边坡施工过程进行数值模拟,分析研究边坡开挖时桩锚支护结构变形及受力情况.结果表明:抗滑桩向临空面变形,桩顶位移为最大值;边坡开挖后,桩后岩土作用力呈现先增大后逐渐减小的趋势,各工况下桩后岩土最大作用力的位置基本接近,表明边坡最可能从最大作用力的位置滑动.
多地层垂直边坡桩锚支护施工数值模拟分析
【摘 要】
：
对贵阳市某多地层垂直开挖边坡施工过程进行数值模拟,分析研究边坡开挖时桩锚支护结构变形及受力情况.结果表明:抗滑桩向临空面变形,桩顶位移为最大值;边坡开挖后,桩后岩土作用力呈现先增大后逐渐减小的趋势,各工况下桩后岩土最大作用力的位置基本接近,表明边坡最可能从最大作用力的位置滑动.
【机 构】
：
中铁城建集团第一工程有限公司,山西 太原 030051;贵州大学,贵州 贵阳 550025;贵州联建土木工程质量检测监控中心有限公司,贵州 贵阳 550025
【出 处】
：
中国水运（下半月）
【发表日期】
：
2022年3期
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