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作 者:满朝晖 杨丽娜 张小辉 MAN Chaohui;YANG Lina;ZHANG Xiaohui(Xi'an Research Institute,China Coal Technology&Engineering Group Co.Ltd.,Xi’an 710077;Xi’an High-tech Vocational College,Xi’an 713700;Xi’an Investigation and Design Research Institute,China National Non-Ferrous Metals Industry,Xi’an 710043)
机构地区:[1]中国煤炭科工集团西安研究院有限公司,西安710077 [2]西安高新科技职业学院,西安713700 [3]机械工业勘察设计研究院有限公司,西安710043
出 处:《土工基础》2020年第3期265-268,共4页Soil Engineering and Foundation
摘 要:论述CFG桩复合地基处理湿陷性黄土的作用机理,结合工程实例,分析工程地质特点及加固效果,采用长螺旋钻孔灌注成桩施工工艺,针对施工中存在的问题,对施工工艺进行了优化。土工试验及地基检测结果表明,CFG复合地基承载力和沉降变形均满足设计要求,可以较低的成本消除黄土湿陷性并提高地基承载力,同时,优化后的长螺旋钻孔灌注成桩施工工艺也很好的解决了施工中遇到的问题,取得了很好的社会效益和经济效益,可为同类工程提供借鉴。The treatment of collapsible loess foundation has always been an engineering challenge.The working mechanism of the Cement-Fly-ash-Gravel(CFG)column composite foundation for the ground improvement of collapsible loess is demonstrated by the brief discussion of the role of CFG columns strengthening the collapsible loess.This paper also presents a case history of installing CFG column in collapsible loess soils using a long flight auger.The installation methods are discussed with problem solving on the site-specific subsurface conditions.Both laboratory and the field quality assurance test results indicate that the bearing capacity and the deformation are met the design requirements.The CFG column is a cost-effective solution in the ground improvement of collapsible loess soils.
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