METHOD FOR STABILIZING CLAY BEARING SOILS BY ADDITION OF SILICA AND LIME
    1.
    发明申请
    METHOD FOR STABILIZING CLAY BEARING SOILS BY ADDITION OF SILICA AND LIME 审中-公开
    通过添加二氧化硅和极限来稳定粘土承载土的方法

    公开(公告)号:WO1994006884A1

    公开(公告)日:1994-03-31

    申请号:PCT/US1993008351

    申请日:1993-09-10

    CPC classification number: C09K17/12 C09K17/06 Y10S106/90

    Abstract: A method is shown for stabilizing clay bearing soils in which a silica compound is incorporated into the soils in addition to the application of lime. The silica compound can be either an amorphous, silica fume, a crystalline silica, a silica gel, sodium silicate, potassium silicate, finely ground glass or combinations thereof. The silicate compound promotes the formation of calcium silicate hydrates over the formation of calcium aluminate hydrates in the resulting pozzolanic reaction occurring in the clay bearing soils. The silica compound and lime can be incorporated into the soils in a single step.

    Abstract translation: 显示了一种用于稳定粘土的土壤的方法,其中除了施加石灰之外,将二氧化硅化合物掺入土壤中。 二氧化硅化合物可以是无定形,硅灰,结晶二氧化硅,硅胶,硅酸钠,硅酸钾,精细研磨的玻璃或其组合。 硅酸盐化合物促进硅酸钙水合物的形成,超过在含粘土土壤中发生的所得火山灰反应中铝酸钙水合物的形成。 二氧化硅化合物和石灰可以在一个步骤中并入土壤中。

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