摘要
通过一个工程10组单桩竖向静载荷破坏性试验成果资料分析，探讨了上海西部3～16m浅部硬土层存在地区单桩竖向极限承载力试桩破坏形式，桩侧极限摩阻力的选用以及沉桩桩身质量保证对试验成果的影响。
Based on analyzing the destructive static load test results, the failure patterns of single pile in superficial part hard soil area is approached. The research will benefit in determining the influence of the chooaing of certain ultimate friction resistance and the quality assurance for sinking pile on the test results.
出处
《岩土工程技术》
2006年第4期208-211,共4页
Geotechnical Engineering Technique
关键词
静载荷试验
单桩竖向极限承载力
桩侧极限摩阻力
static load test
vertical ultimate bearing capacity of single pile
ultimate friction resistance
