摘要
对汉森公式的使用条件与传统破坏模式条件进行对比分析,并分析了地基土体的内摩擦角与内聚力及土体不同试验方法对地基承载力计算值的影响,指出地基岩(土)体的内摩擦角和内聚力是地基承载力的最重要因素,应予以重视。
The paper carries out comparative analysis on the utilization conditions of Hansen formula and traditional damage model conditions, analyzes the impact of internal foundation soil friction angle and internal cohesion and various soil testing methods upon foundation bearing capacity calculation value, and finally points out that internal friction angle and cohesion of foundation rock （soil） is the significant factor of foundation bearing capacity, which should be taken into consideration seriously.
出处
《山西建筑》
2013年第7期93-95,共3页
Shanxi Architecture
关键词
破坏模式
影响因素
地基承载力
damage mode
influential factor
foundation bearing capacity
