首页> 外国专利> ANALYSIS ON THE DEGREE OF ALLOWABLE GROUND STRESS USING SUBSURFACE SOUNDING TEST

ANALYSIS ON THE DEGREE OF ALLOWABLE GROUND STRESS USING SUBSURFACE SOUNDING TEST

机译:地下声测法分析容许地应力程度。

摘要

PROBLEM TO BE SOLVED: To provide firstly a method for assuming consolidation yield strength based on the result of subsurface sounding tests (if consolidation yield stress can be determined here, consolidation deformation is determinable using the existing calculation formula), in substitution for consolidation tests, and secondly the allowable bearing force of ground if it consists of various different soil layers influenced by multiple soil layers below the bottom of foundation and upper and lower underground water surface layers.;SOLUTION: For analyzing the degree of allowable ground stress, allowable bearing force is first of all calculated by a ground strength analysis method. In a ground deformation analysis method provided by this invention, settlement due to consolidation is calculated, assuming allowable bearing forces to be an external force, and the allowable bearing force in which soil deformation is below allowable settlement due to consolidation is adopted as an allowable degree of stress. If an allowable bearing force may cause deformation beyond the allowable settlement due to consolidation, this allowable bearing force is reduced and used as an external force to calculate settlement due to consolidation. The calculations are repeated until the value becomes lower than the allowable settlement due to consolidation, and thus the allowable degree of stress is determined.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:要解决的问题:首先提供一种基于地下探空试验结果(如果可以在此处确定固结屈服应力,则可以使用现有的计算公式确定固结变形)的假定固结屈服强度的方法,代替固结测试,其次,如果是由各种不同的土壤层组成的,则地面的容许承载力受地基底部以下以及地下水上下表面层的多层土壤层的影响。;解决方案:为了分析容许地面应力的程度,容许承载力首先是通过地面强度分析方法计算的。在本发明提供的地面变形分析方法中,以容许承载力为外力来计算固结引起的沉降,将固结引起的土体变形低于容许沉降的容许承载力作为容许度。压力。如果允许的承载力可能由于固结而导致变形超出允许的沉降,则该允许的承载力会减小,并用作计算固结引起的沉降的外力。重复计算,直到由于固结导致该值变得低于允许沉降,从而确定允许的应力程度。;版权所有:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP2004339931A

    专利类型

  • 公开/公告日2004-12-02

    原文格式PDF

  • 申请/专利权人 OCHIKEN KK;

    申请/专利号JP20040203102

  • 发明设计人 HIRAI HIROYOSHI;

    申请日2004-07-09

  • 分类号E02D1/02;G01N3/00;G01N3/40;G01N33/24;

  • 国家 JP

  • 入库时间 2022-08-21 22:30:39

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号