摘要
本工程选择 5层细砂层为持力层 ,通过精心勘察、设计及计算 ,承载力和沉降变形都满足设计要求 ,为本地区此类工程的应用提供了一个比较成功和值得借鉴的实例。
This engineering adopted the fifth stratum which is pressed to the uploading. Through the elaborate reconnaissance, design and calculation, the subsidence and deformation and loading met the design, which is a good example for the same engineering in the area.
出处
《水土保持研究》
CSCD
2003年第3期45-47,共3页
Research of Soil and Water Conservation
基金
地震科学联合基金资助项目 ( 1980 89)
