基于灰色理论的基坑变形预测分析_建筑理论论文_论文帮 关键词】软土深基坑；GM1,1模型；变形预测 [gap=920]Key words】Soft soil deep foundation pit;GM 1, 1 model;Deformation prediction
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本文依据现场测量论述了影响上海软土深基坑变形和稳定的关键问题。
Based on the in situ measurement, this paper discusses the key problems which effect the deformation and stability of underground excavation pit in Shanghai soft soil.
其方法和结论对软土深基坑的设计与开挖具有较为重要的理论意义与实用价值。
The analytical method and corresponding conclusions gained have more important theoretical meaning and practical values in the design and construction of deep foundation pit in saturated soft clay.
结果表明，预报值与实测值吻合得较好，为软土深基坑施工墙体变形的动态预测提供了一种新的方法。
The results show that the calculated values accord with actual values very well, thus providing a new method for accurate and timely prediction deep foundation pit walls in soft soils.
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