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A process for the preparation of an interactive support system of geotextile sheathed columns of granular material and the outcropping soil for the removal of building - and traffic loads in the case of low load-bearing constructional component
A process for the preparation of an interactive support system of geotextile sheathed columns of granular material and the outcropping soil for the removal of building - and traffic loads in the case of low load-bearing constructional component
A process for the preparation of an interactive support system with a geotextile sheathed columns of granular material and the outcropping soil for the removal of building - and traffic loads in the case of low load-bearing background with the following method steps:– on the terrain is applied to the invention, a first layer of sand– subsequently, in a predetermined grid drainage vertically is introduced, preferably at least up to the load-bearing base– then, a second layer of sand is applied to the first– by means of the sand layers are in the soft layer columns of compacted granular material with a coating of expansion of a soft, a high tensile geotextile material, wherein the sheath is dimensioned such that the columns, after the production of the complete support system, a flexible, self-regulating bearing behaviour of the fact that in the case of a yielding of the columns in the case of load on the loads at least partially on the surrounding soft layer be rearranged and a period of time - and load-dependent balance is achieved– for the production of the complete support system, the geotextile is coated with drainage columns and the vertically..
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机译:一种用于准备交互式支撑系统的方法,该系统使用土工织物护套的粒状材料柱和露头土壤来清除建筑物和交通负荷(在低承重背景下),并采用以下方法步骤:应用于本发明时,首先在预定的格栅排水系统中引入第一层沙子,最好至少引入承重基础,然后通过以下方法将第二层沙子应用于第一层:砂层位于压实的粒状材料的软层圆柱体中,上面带有一层柔软的,高拉伸性的土工织物材料的膨胀涂层,其中,护套的尺寸应确保在生产完整的支撑系统后,圆柱体具有柔性自我调节的承载特性,即在圆柱屈服的情况下,如果荷载至少部分作用在周围软层上,则重新布置周期o f –在时间和负载上达到平衡–为了生产完整的支撑系统,土工布上覆盖有排水柱和垂直管。
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