摘要
在三峡机场第一沉降观测区进行沉降分析时，采用了带权优化回归方程系数等方法，建立了沉降模型，并作了土基的稳定分析、跑道不均匀沉降的坡度分析，为工程施工决策提供了科学依据。经竣工检验及5年半通航考验，该土基变形证明所采用的计算分析方法是正确的，符合国家标准要求。
When analyses the settlement results of Sanxia airport No. 1 surveying area,the settlement model was founded with the method of optimum regression equation coefficient with weight,make analysis of foundation stability,solpe analysis of runway not-even settlement and supply the scientific data for the Engineering.
出处
《岩土工程技术》
1998年第1期55-58,共4页
Geotechnical Engineering Technique
