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本文论述了郑州黄和平大厦岩土工程勘察成果和地基方案的分析,预测了建筑物建成后的地基变形,并根据沉降观测结果对土的综合变形模量作了反算。
This paper discusses the geotechnical engineering survey results and foundation scheme of Huangheping Building in Zhengzhou, predicts the foundation deformation after the completion of the building, and calculates the comprehensive deformation modulus of the soil according to the settlement observation results.