摘要
以弹塑性地基理论为基础,利用在软土地基上插入塑料排水管的方法对某工程中大吨位储罐群安装与施工过程进行了分析。利用该方法设计的三个大吨位储罐基础不但保证了地基有足够的强度,而且还确保储罐的沉降及倾斜程度在容许的范围内。
By using the elastic-plastic foundation theory, a design method to insert plastic drainage slab into the foundation was presented to support the super-weight asphaltum-tanks on the soft-soil foundation, and their mechanical behaviors were analyzed. By using this kind of designed method, not only the strength of foundation is enough, but also its settlement is within the allowable scope. The method was used to analyze three super-welght asphaltum-tanks, and good effects were obtained.
出处
《建筑技术开发》
2008年第5期10-11,15,共3页
Building Technology Development
关键词
软土地基
地基强度
基础沉降
Soft-soil foundation
Strength of foundation
Settlement
