首页> 外国专利> A method of installing one or more elements of ground Reinforcement in Angle to resist Seismic Shear stresses, involves the insertion of a rigid element in a Soil Matrix Angle at a certain angle and a certain depth; and associated System.

A method of installing one or more elements of ground Reinforcement in Angle to resist Seismic Shear stresses, involves the insertion of a rigid element in a Soil Matrix Angle at a certain angle and a certain depth; and associated System.

机译:一种在角度中安装一个或多个地面钢筋元件以抵抗地震剪应力的方法,该方法包括在一定角度和特定深度的土壤矩阵角度中插入一个刚性元件。和相关的系统。

摘要

A soil reinforcement system including angled soil reinforcement elements to resist seismic shear forces and methods of making same are disclosed. For example, the soil reinforcement system includes an array or grid of angled soil reinforcement elements installed within the ground, wherein the angled reinforcement elements are designed to absorb and/or resist earthquake-induced seismic shear forces by transferring the applied shear forces into axial compressive and tensile forces within each of the angled reinforcement elements.
机译:公开了一种土壤加固系统及其制造方法,该土壤加固系统包括成角度的土壤加固元件以抵抗地震剪切力。例如,土壤增强系统包括安装在地面内的成角度的土壤增强元件的阵列或网格,其中成角度的增强元件被设计成通过将施加的剪切力转换成轴向压缩力来吸收和/或抵抗地震引起的地震剪切力。每个成角度的加强元件内的拉力。

著录项

  • 公开/公告号CL2014003312A1

    专利类型

  • 公开/公告日2015-06-05

    原文格式PDF

  • 申请/专利权人 GEOPIER FOUNDATION COMPANY INC.;

    申请/专利号CL20140003312

  • 发明设计人 WISSMANN KORD J.;GREEN RUSSELL;

    申请日2014-12-04

  • 分类号E02D3/08;

  • 国家 CL

  • 入库时间 2022-08-21 15:15:50

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