摘要
利用试验对比的方法,将标准贯入试验结果与桂林市红粘土地基承载力结果(平板载荷试验)进行比较,从试验原理、不同深度下的土压力差异以及钻杆因素3个方面来分析产生承载力差异的原因,讨论了造成标准贯入试验差异的因素。
Through test and comparison, this paper compared the results of the standard penetration test with the bearing capacity of red clay foundation （through plate loading test） in Guilin. The authors analyzed the causes of the difference in bearing capacity from three aspects： experimental principles,soil pressure difference at different depths and drill rod factors. At last, the authors discussed the factors that led to the difference of standard penetration tests.
作者
肖泽忠
刘之葵
贺行良
李爱军
于明波
XIAO Zezhong;LIU Zhikui;HE Xingliang;LT Aijun;YU Mingbo(College of Civil Engineering and Architecture,Guilin University of Science and Technology,Gui lin 541004,Guangxi,China;Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering,G uilin 541004,Guangxi,China;Building Materials Guilin Geological Engineering Investigation Institute,Guilin 541004,Guangxi,China)
出处
《矿产与地质》
2018年第1期164-170,共7页
Mineral Resources and Geology
基金
广西自然科学基金项目(2017GXNSFAA198238)
广西岩土力学与工程重点实验室基金项目(2015-A-01)共同资助
关键词
标准贯入试验
平板载荷试验
地基承载力
桂林市红粘土
standard penetration test
plate loading test
bearing capacity of foundation
red clay in Guilin
