摘要
通过新疆石河子地区砂性土地基的模拟载荷和标准贯入对比试验,分析了砂性土地基极限承载力值与标准贯入锤击数之间的线性关系,提出了一种可行的标准贯入极限承载力公式,以推动原位测试方法在岩土工程勘察中的应用。
Through the analyze on simulation load test and standard penetration test on cohesionless soil of Shihezi area in Xinjiang, analyze the one-dimensional relation on the foundation limited bearing capacity and SPT blow count, the feasible limited bearing capacity formulation of standard penetration is put forward to. In order to promote the application of in site measurement in rock-soil angineering survey.
出处
《山西建筑》
2007年第9期105-106,共2页
Shanxi Architecture
基金
水利水电重点学科资助项目.
关键词
极限承载力
模拟载荷试验
标准贯入试验
线性关系
limited bearing capacity, simulation load test,SPT, one-dimension formulation
