根据试验结果，给出了刚度软化法迫降纠倾注水量的取值范围，讨论了刚度软化法迫降纠倾技术中地基基础沉降量的估算方法。
According to the experimental results, the deepness range of adjusting stiffness of subsoil body and the calculation method of the foundation settlement are presented.
地基基础不均匀沉降将对建筑物特别是混合结构房屋和混凝土框架结构房屋产生很大的危害。
The non-uniformity settlement of ground foundation is harmful to the building, specially to the masonry structure and the concrete frame structure.
该方法在对复合地基的应力分布进行分层假定的基础上，利用《建筑地基基础设计规范》中的分层总和法计算沉降。
The settlements then can be evaluated by the layer-wise summation method. The results of the proposed method are compared with that of the field measured.
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