上海浅部硬土分布区静载荷试验结果分析  

Analysis on Single Pile Vertical Static Load Test Result in Superficial Part Hard Soil in Shanghai

作　　者：朱火根 王珍南[2] 付锡良 

机构地区：[1]上海地矿工程勘察有限公司,上海200072 [2]上海大学法学院,上海201701 [3]上海市岩土工程检测中心,上海200072

出　　处：《岩土工程技术》2006年第4期208-211,共4页Geotechnical Engineering Technique

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.

关 键 词：静载荷试验 单桩竖向极限承载力 桩侧极限摩阻力 

分 类 号：TU413[建筑科学—岩土工程]