摘要
针对分层总和法地基沉降计算中地基附加应力计算、压缩层深度计算、地质参数选用等几个典型问题,结合某水利枢纽工程实例,参照相关规范并结合土力学原理进行分析,并提出自己的一些见解。
With regard to several typical issues of foundation settlement calculation with splitting summation method such as calculation of foundation additional stress and compression layer depth, selection of geological parameters, taking a hydraulic complex as example, the authors presented their comments in accordance with relevant specifications and combined with the principle of soil mechanics.
出处
《广西水利水电》
2013年第2期15-18,共4页
Guangxi Water Resources & Hydropower Engineering
关键词
水利枢纽
沉降计算
附加应力
压缩层深度
Hydraulic complex
settlement calculation
additional stress
compression layer depth
