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高巨粒含量黏性填土的工程特性与承载力判别
Engineering Characteristics and Bearing Capacity Discrimination of Viscous Filling Soil with High Giant Grain Content
【摘要】 通过工程实例分析认为,对于含较高比例碎石、块石等巨粒的混合黏性填土,在勘察与检测中,若采用的测试手段和承载力判别方式不当,将作出错误的判断,对工程产生很不利的影响,而水的作用也必须引起重视。
【Abstract】 According to the analysis of an engineering example, the wrong judgment will be made in the survey and inspection of the mixed viscous filling soil with higher proportion of giant crushed stone and block stone if the undeserved test method and bearing capacity discrimination mode are used, which will cause the very bad influence on the projects. Furthermore, it should be paid attention to the effect of water.
【关键词】 巨粒;
混合黏性填土;
测试手段;
承载力判别;
【Key words】 RTK; giant grains; mixed viscous filling soil; test method; bearing capacity discrimination;
【Key words】 RTK; giant grains; mixed viscous filling soil; test method; bearing capacity discrimination;
- 【文献出处】 城市道桥与防洪 ,Urban Roads Bridges & Flood Control , 编辑部邮箱 ,2014年03期
- 【分类号】TU43
- 【被引频次】1
- 【下载频次】18