素混凝土桩复合地基在四川地区富水软土地基中的运用
Application of Plain Concrete Pile Composite Foundation in Water Rich Soft Soil Foundation in Sichuan Province
时海城 1王鹏程 1檀峰雷 1钦志国 1刘孟华1
作者信息
- 1. 中国建筑第二工程局有限公司,北京 101100
- 折叠
摘要
阐述素混凝土桩复合地基与富水软土地基的基本特性,结合四川某工程项目,探讨素混凝土桩复合地基在富水软土地基中的实际运用效果.进行静荷载试验以及低应变检测试验,检测结果显示,单桩竖向抗压极限承载力最大值为800 kPa,最大沉降量为 11.2 mm,复合桩中Ⅰ类桩占检测总桩数的90%,Ⅱ类桩占检测总桩数的 10%,使用合格率达到 100%.
Abstract
This paper expounds the basic characteristics of plain concrete pile composite foundation and water-rich soft soil foundation,and discusses the practical application effect of plain concrete pile composite foundation in water-rich soft soil foundation,based on a project in Sichuan.Static load tests and low strain detection tests were conducted.The test results showed that the maximum vertical compressive bearing capacity of a single pile was 800 kPa,and the maximum settlement was 11.2 mm.Class Ⅰ piles accounted for 90％of the total number of tested piles,while Class Ⅱ piles accounted for 10％of the total number of tested piles.The pass rate reached 100％.
关键词
素混凝土桩/软土地基/复合地基Key words
plain concrete pile/soft soil foundation/composite foundation引用本文复制引用
出版年
2023
NETL
NSTL
维普
万方数据