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水泥土深层搅拌桩作为围护结构的变形机理研究
Cement-Soil Deep Mixing Pile as the Retaining Wall Displacement Mechanism Research
【摘要】 通过对搅拌桩位移的研究,本文提出了一种考虑桩身重力的新计算方法来建立水泥土搅拌桩的位移微分方程。其主要解题手段为变分法,依据对边界条件的假定,得到具实用价值的桩顶位移近似公式,可供土木工程设计人员参考。
【Abstract】 The paper adopted the new calculated mode to establish the Differential Equation of the Retaining Wall Displacement including the wall weight as one term in the Equation. The fun-damental method for solution is Variational Calculus. The practically approximate solution of the Differential Equation has been approached by the definition of the border condition. This paper can be taken as its reference for civil engineers.
- 【文献出处】 地下工程与隧道 ,Undergrourd Engineering and Tunmels , 编辑部邮箱 ,1999年01期
- 【分类号】TU472
- 【被引频次】5
- 【下载频次】104