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BEARING CAPACITY CALCULATION METHOD OF SOIL CEMENT COMPOSITE PILE

机译:水泥土复合桩承载力计算方法

摘要

PROBLEM TO BE SOLVED: To provide a new formula capable of accurately calculating bearing capacity of a soil cement composite pile by simple calculation.;SOLUTION: When bearing capacity of the soil cement composite pile obtained by twistedly penetrating the existing pile having spiral wings into a soil cement columnar body is calculated, the calculation of friction stress τacting on the circumferential surface of the composite pile is made with one formula τ=α+βN (α, β represents a fixed number obtained by correlation of a diameter of the existing pile body, a diameter of the spiral wing and a diameter of the soil cement columnar body) for using N value through a standard penetration test without depending on sorts of the ground.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:提供一种能够通过简单的计算准确地计算土壤水泥复合材料桩的承载力的新公式。计算土壤水泥柱状体,并利用一个公式τ=α+βN(α,β表示通过相关获得的固定数),计算作用在复合桩周面上的摩擦应力τ。桩的直径,螺旋翼的直径和水泥土柱状体的直径),通过N值通过标准的渗透试验,而不依赖于地面的种类。;版权所有:(C)2003,日本特许厅

著录项

  • 公开/公告号JP2003082648A

    专利类型

  • 公开/公告日2003-03-19

    原文格式PDF

  • 申请/专利权人 ASAHI KASEI CORP;

    申请/专利号JP20010267665

  • 发明设计人 YAMATO SHINICHI;

    申请日2001-09-04

  • 分类号E02D1/02;E02D5/46;

  • 国家 JP

  • 入库时间 2022-08-22 00:15:33

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