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Method for producing a loose rock sample body and static triaxial device

机译:松散岩石试样体及静态三轴装置的制作方法

摘要

Method for producing a cylindrical fully liquefied specimen (15), the internal structure of which corresponds to a loose rock structure resulting from demonstrably complete liquefaction and subsequent consolidation, characterized by the steps, -transfer an earth-moist, loose and macroporous undiluted sample material into a one-sided open cylindrical cavity formed by a cylindrical specimen base plate (11) arranged at one end of a hollow cylindrical elastic sheath (13), wherein the elastic sheath (13) is held in a hollow cylindrical shape by a hollow cylindrical filling support element arranged on the outer sheath surface of the elastic sheath (13), wherein an inner diameter of the hollow cylinder of the filling support element corresponds to the outer diameter of the elastic sheath (13), -Closure of the elastic sheath (13) at the other end with a cylindrical specimen head plate (3) forming a cylindrical non-liquid specimen (12), -Application of a vacuum in the liquid sample formed as a closed cylinder (12), -Remove the filling support element, -Arranging a test support element formed as a hollow cylinder (4) on the outer sheath surface formed by the elastic sheath (13) of the liquid sample formed as a closed cylinder (12), wherein an inner diameter (di,z) of the hollow cylinder of the test support element (4) is greater than the outer diameter of the elastic sheath (13), -insertion of the closed cylinder filled with the sample material and the test support element (4) into a triaxial cell of a static triaxial device (100), -Consolidation of the undiluted specimen (12) in the static triaxial device (100), -Saturation of the undiluted specimen (12) with water, whereby saturation is increased by applying a counter pressure in the triaxial cell surrounding the specimen (12), -Undrained passive compression of the undiluted specimen (12) until complete liquefaction, whereby the liquefaction of the fully liquefied specimen (15) is controlled by the measurement of the main voltages, -Consolidation of the fully liquefied specimen (15), -Supporting the fully liquefied specimen (15) after consolidation by applying a vacuum in the fully liquefied specimen formed as a closed cylinder (15), -Removal of the fully liquefied sample (15) from the triaxial device (100) -Remove the test support element (4).
机译:生产圆柱形完全液化试样 (15) 的方法,其内部结构对应于由明显完全液化和随后的固结产生的松散岩石结构,其特征是以下步骤,- 将土壤潮湿、松散和大孔的未稀释样品材料转移到由圆柱形试样底板 (11) 形成的单侧开放式圆柱形腔中,该腔布置在空心圆柱形弹性护套 (13) 的一端, 其中,所述弹性护套(13)由设置在所述弹性护套(13)的外护套面上的空心圆柱形填充支撑元件固定在空心圆柱形中,其中,所述填充支撑元件的空心圆柱体的内径对应于所述弹性护套(13)的外径,所述弹性护套(13)在另一端与圆柱形试样头板(3)闭合,形成圆柱形非液体试样(12)、-在形成密闭圆柱体(12)的液体样品中施加真空,-移除填充支撑元件,-在由形成密闭圆柱体(12)的液体样品的弹性护套(13)形成的外护套表面布置形成空心圆柱体(4)的测试支撑元件,其中内径(di,z) 测试支撑元件 (4) 的空心圆柱体大于弹性护套 (13) 的外径,-将装满样品材料的封闭圆柱体和测试支撑元件 (4) 插入静态三轴装置 (100) 的三轴单元中,-未稀释的试样 (12) 在静态三轴装置 (100) 中的固结, -未稀释试样(12)用水饱和,通过在试样周围的三轴池中施加反压来增加饱和度(12),-未稀释试样(12)的不排水被动压缩,直到完全液化,其中完全液化试样(15)的液化由主电压的测量来控制,-完全液化试样的固结(15), -通过在形成为封闭圆柱体 (15) 的完全液化试样 (15) 中施加真空,在固结后支撑完全液化的试样 (15) -从三轴装置 (15) 中取出完全液化的样品 (100) -拆下测试支撑元件 (4)。

著录项

  • 公开/公告号DE102021134241B4;DE2021010134241B4;DE102021134241B4;DE102021134241

    专利类型

  • 公开/公告日2024-08-29

    原文格式PDF

  • 申请/专利权人 GMB GMBH;

    申请/专利号DE102021134241;DE202100010134241A;DE102021134241A;DE202110134241

  • 发明设计人

    申请日2021-12-22

  • 分类号G01N33/24;G01N3/08;

  • 国家

  • 入库时间 2024-12-26 18:12:35

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