摘要
载体桩是通过对桩端土进行挤密以及在桩孔中灌注混凝土而形成的,不同于普通的桩基,是扩展基础的承载形式。通过黄土地基中载体桩试验研究和工程应用,证明了该法在黄土地基中的适用性和可靠性,研究结果可为类似工程提供参考。
For the ram-compacted pile with bearing base, the end of pile was compacted, then the concrete was poured in the hole of pile, which was different from the ordinary pile, but to the bearing form of the spread foundation. By its test study and engineering application in loess foundation, the ram-compacted pile with bearing base was proved its applicability and reliability, which was provided as a reference for the similar projects.
出处
《土工基础》
2010年第5期23-26,共4页
Soil Engineering and Foundation
基金
陕西省自然科学基金项目(2010JM7006)
西安建筑科技大学基础研究项目(JC0803)
关键词
载体桩
静载试验
桩端阻力
ram-compacted pile with bearing base, statistic load test, pile-end resistance
