摘要
指出了在《地基基础设计规范(DGJ08-11-1999上海地区)》中,采用土的抗剪强度指标确定地基承载力设计值的局限性,并从理论上较深入地分析了其原因,同时通过实际的工程实例提出了将原位测试方法确定地基承载力设计值充实到该规范中的必要性。
The shortcomings of the calculating method for design value of subgrade bearing capacity by shear intensity index in the foundation design code DGJ08 - 11 - 1999 are summed up in the paper. In addition, the reason is theoretically given. At the same time, In order to discuss the necessity of the calculating design value for subgrade bearing capacity by in -situ tests, an example is presented.
出处
《结构工程师》
2006年第4期50-53,共4页
Structural Engineers
关键词
岩土工程勘察
地基承载力设计值
基础设计规范
内摩擦角
原位测试
geotechnical investigation, design value of subgrade bearing capacity, foundation design code, angle of internal friction, in-situ test
