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本文从地基土贮水系数的概念出发,提出了基坑降水引起的地面沉降之估算公式,并与天津市国际大厦基坑降水工程实测资料进行了对比分析。
Based on the concept of foundation soil water storage coefficient, the paper puts forward the estimation formula of ground settlement caused by the foundation pit precipitation, and compares it with the measured data of the foundation pit dewatering project in Tianjin International Building.