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首页> 外文期刊>Arabian journal of geosciences >Comparative analysis of pit deformation characteristics in typical region soft soil deposits of China
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Comparative analysis of pit deformation characteristics in typical region soft soil deposits of China

机译：中国典型区域软土沉积物坑变形特征对比分析

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In this study, statistical analysis and numerical simulation based on Shanghai and Suzhou soft ground pit data is used to analyze the laws of maximum deflection of the diaphragm wall, maximum ground settlement, and their relationship. The results show that the deformation characteristics of pits are different in the two regions, and the deformation of pits in Shanghai is greater. The maximum deflection of the diaphragm wall ranges from 0.066 to 0.960 %H, and the average value is 0.364 %H in Shanghai. In Suzhou, maximum deflection ranges from 0.05 to 0.30 %H, and the average value is 0.16 %H. The maximum ground settlement in Shanghai spans from 0.079 to 0.510 %H, the average value is 0.248 %H, and it ranges from 0.03 to 0.168 %H. Meanwhile, the average value was 0.089 %H in Suzhou. These results provide a useful reference for the design and construction of excavation projects in both regions.
机译：在本研究中，基于上海和苏州软土地坑数据的统计分析和数值模拟用于分析膜片墙，最大地面沉降及其关系的最大偏转规律。 结果表明，两个地区的凹坑的变形特性不同，上海凹坑的变形更大。 隔膜壁的最大挠度范围为0.066至0.960％h，平均值在上海0.364％h。 在苏州，最大挠度范围为0.05至0.30％h，平均值为0.16％h。 上海跨越0.079至0.510％h的最大地面沉降，平均值为0.248％h，其范围为0.03至0.168％h。 同时，苏州的平均值为0.089％H. 这些结果为两个地区的开挖项目的设计和构建提供了一个有用的参考。

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