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碎石桩复合地基的作用机理分析及沉降计算
Functional M echanism Analysis and Settlem ent Com putationon Com posite Foundation of Gravel Pile
【摘要】 通过对规范方法的讨论及对碎石桩复合地基桩土竖向及径向应力应变关系分析,提出桩土变形模式,建立桩土应力、应力比表达式及沉降计算方法。
【Abstract】 Through the discussion ofstandard m ethods and the analysis of the verticaland the radialstress strain relationships in com posite foundation of gravel pile, the pile soil deform ation m ode is proposed, theexpression of pile soilstress, and the express ofstress ratio are putforw ard, and the settlem ent com putationis established accordingly.
【关键词】 碎石桩复合地基;
变形;
桩土应力比;
沉降计算;
【Key words】 com posite foundation of gravel pile; deform ation; pile soil stress ratio; settlem entcom putation;
【Key words】 com posite foundation of gravel pile; deform ation; pile soil stress ratio; settlem entcom putation;
- 【文献出处】 岩土力学 ,ROCK AND SOIL MECHANICS , 编辑部邮箱 ,1999年02期
- 【分类号】TU472.32
- 【被引频次】137
- 【下载频次】704