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钢渣桩复合地基作用机理研究

Action Mechanism Study on Composite Foundation of Steel-Ash Pile

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【作者】 林彤胡纯清

【Author】 LIN Tong, HU Chun-qing (Engineering Faculty ,China University of Geosciences ,Wuhan 430074 ,China; Wuhan Prospection and Research Institute , China Metallurgy Construction Group,Wuhan 430076,China)

【机构】 中国地质大学工程学院中国冶金建设集团武汉勘察研究总院 武汉430074武汉430076

【摘要】 在钢渣的力学特性试验基础上,得到了其抗剪强度、抗压强度和钢渣混凝土水灰比试验的单轴抗压强度值。并分别从钢渣自凝前、自凝后两个方面对钢渣柱复合地基的作用机理进行了研究。结果表明,钢渣桩复合地基作用机理类似于碎石桩和水泥土搅拌柱复合地基,其加固软土地基效果明显。

【Abstract】 Composite foundation of steel-ash pile is a new type method of ground improvement. On the basis of testing mechanics special property of steel-ash,the values of shear strength and compressive strength as well as single axial compressive strength were obtained in the paper. Action mechanism of steel-ash composite foundation were studied before and after self-coagulating. It is concluded that composite foundation of steel-ash pile is similar to gravel pile composite foundation and deep mixing method of cement soil,and is effective in the improvement of soft foundation.

【关键词】 钢渣桩复合地基机理
【Key words】 steel-ash pilecomposite foundationmechanism
  • 【文献出处】 地质科技情报 ,Geological Science and Technology Information , 编辑部邮箱 ,2005年S1期
  • 【分类号】TU470.3;
  • 【被引频次】5
  • 【下载频次】140
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