Analysis of Ground Settlement around Deep Foundation-pit
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摘要: 提出按正态分布密度函数计算软土地区深基坑开挖中由支护结构变位引起周围地表沉降值的公式。实例计算表明该计算方法精度较高,对地表沉降预测有较强的实用性。同时给出了保护周围环境,减少地表沉降的具体措施。Abstract: The method of calculating ground settlement caused by wall deformation presented. The details on reducing settlement are also discussed.
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Key words:
- deep foundation pit /
- wall deformation /
- ground settlement /
- calculation formula
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