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METHOD FOR INCREASING THE BEARING CAPACITY OF FOUNDATION SOILS FOR BUILT STRUCTURES

机译:增加建筑结构地基承载力的方法

摘要

A method for increasing the bearing capacity of foundation soils for buildings consisting in providing a plurality of holes (1) spaced from each other deep in the soil, and in injecting into the soil, through the holes (1), a substance (3) which expands as a consequence of a chemical reaction, with a potential increase in volume of at least five times the volume of the substance before expansion; the expansion of the substance (3) injected into the soil producing compaction of the contiguous soil.
机译:一种用于增加建筑物的基础土壤的承载力的方法,该方法包括在土壤深处提供多个彼此间隔开的孔( 1 ),并通过这些孔(< B> 1 ),一种由于化学反应而膨胀的物质( 3 ),其潜在的体积增长至少是膨胀前该物质体积的五倍;注入土壤的物质( 3 )的膨胀会产生连续土壤的压实。

著录项

  • 公开/公告号US2002098042A1

    专利类型

  • 公开/公告日2002-07-25

    原文格式PDF

  • 申请/专利权人 CANTERI CARLO;

    申请/专利号US19990308962

  • 发明设计人 CARLO CANTERI;

    申请日1999-09-02

  • 分类号E02B13/00;

  • 国家 US

  • 入库时间 2022-08-22 00:51:38

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