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钢渣桩在湿陷性黄土地基中的应用探讨
引用本文:张伟,杜太生,张彬,黄涛.钢渣桩在湿陷性黄土地基中的应用探讨[J].哈尔滨工业大学学报,2003,35(6):698-702.
作者姓名:张伟  杜太生  张彬  黄涛
作者单位:1. 武汉大学,土木与建筑学院,湖北,武汉,430072;平顶山广播电视大学,河南,平顶山,467000
2. 南阳理工学院,河南,南阳,473066
3. 武汉大学,土木与建筑学院,湖北,武汉,430072
基金项目:教育部全国高等学校骨干教师资助计划资助项目
摘    要:通过钢渣桩在湿陷性黄土中的静荷载试验、土压力调试等试验结果的基础上,对钢渣桩复合地基、桩间土和钢渣单桩的p-s曲线以及其各自的承载力和相应的沉降量进行了分析,探讨了附加应力沿深度变化规律;研究了桩间土承载力、桩土应力比和桩土荷载比的变化规律,对钢渣单桩和碎石柱以及钢渣桩复合地基和石灰粉煤灰桩复合地基等的承载力特性进行了对比分析;对单桩施工影响范围和施工时地基隆起量进行了观测.

关 键 词:钢渣桩  湿陷性黄土地基  加固机理  挤密作用  应力集中作用  排水固结作用  承载力  桩间土  复合地基  应力分担比  单桩  地基隆起量
文章编号:0367-6234(2003)06-0698-05
修稿时间:2002年6月17日

Discussion on application of steel slag pile in collapsible loess foundation
ZHANG Wei ,DU Tai sheng ,ZHANG Bin ,HUANG Tao.Discussion on application of steel slag pile in collapsible loess foundation[J].Journal of Harbin Institute of Technology,2003,35(6):698-702.
Authors:ZHANG Wei    DU Tai sheng  ZHANG Bin  HUANG Tao
Affiliation:ZHANG Wei 1,3,DU Tai sheng 2,ZHANG Bin 1,HUANG Tao
Abstract:The p-s curves of soil around piles and single steel slag pile and the composite foundation and their bearing capacity and their corresponding settlement are analysed using the results of tests Through static load test and soil pressure test of steel slag pile in Collapsible Loess Foundation. The regulation of subsidiary stress with deepth is also analysed and the regulation of bearing capacity of soil around piles and pile soil stress ratio and pile soil load ratio is studied as well. The bearing capacity characters between single steel slag pile and gravel pile and between steel slag pile composite foundation and lime fly ash pile foundation are compared. The monitoring results of the construction effective area of single steel slag pile and the upheaval values of foundation are also analysed.
Keywords:steel slag pile  composite foundation  collapsible loess  static  load test  pile  soil load ratio  pile  soil stress ratio  
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