| 钢渣桩在湿陷性黄土地基中的应用探讨 |
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| 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]. 哈尔滨建筑大学学报, 2003, 0(6) |
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| 作者姓名： | 张伟 杜太生 张彬 黄涛 |
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| 作者单位： | 武汉大学土木与建筑学院，南阳理工学院，武汉大学土木与建筑学院，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，河南 南阳 473066，湖北 武汉 430072，湖北 武汉 430072 |
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| 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 |
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| 摘 要： | 通过钢渣桩在湿陷性黄土中的静荷载试验、土压力测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,对钢渣单桩和碎石桩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。
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| 关 键 词： | 钢渣桩 复合地基 湿陷性黄土 静荷载试验 荷载分担比 应力分担比 |
Discussion on application of steel slag pile in collapsible loess foundation |
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| ZHANG Wei,,DU Tai-sheng,ZHANG Bin,HUANG Tao. School of Civil and Architectural Engineering,Wuhan University,Wuhan ,China,E-mail: zhwei@ peoplemail. com. cn. Nanyang Institute of Science and Technology,Nanyang ,China. Pingdingshan Radio and TV University,Pingdingshan ,China. Discussion on application of steel slag pile in collapsible loess foundation[J]. Journal of Harbin University of Civil Engineering and Architecture, 2003, 0(6) |
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| Authors: | ZHANG Wei DU Tai-sheng ZHANG Bin HUANG Tao. School of Civil Architectural Engineering Wuhan University Wuhan China E-mail: zhwei@ peoplemail. com. cn. Nanyang Institute of Science Technology Nanyang China. Pingdingshan Radio TV University Pingdingshan China |
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| Affiliation: | ZHANG Wei1,3,DU Tai-sheng2,ZHANG Bin1,HUANG Tao1. School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China,E-mail: zhwei88@ peoplemail. com. cn2. Nanyang Institute of Science and Technology,Nanyang 473066,China3. Pingdingshan Radio and TV University,Pingdingshan 467000,China |
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| 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 com- pared. The monitoring results of the construction effective area of single steel slag pile and the upheaval values of foundation are also analysed. |
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| Keywords: | steel slag pile composite foundation collapsible loess static-load test pile-soil load ratio pilesoil stress ratio |
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