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WALL-TYPE GROUND IMPROVEMENT METHOD UTILIZING DISPLACEMENT SUPPRESSION WALL

机译:利用位移抑制墙的墙式地面改进方法

摘要

PROBLEM TO BE SOLVED: To provide a wall-type ground improvement method that utilizes a displacement suppression wall, for effectively improving a soft ground by suppressing subsidence of a banking of a structure and surrounding areas utilizing the displacement suppression wall.;SOLUTION: For the purpose, a wall-type ground improvement method performs the following steps, in sequence: leaving an unimproved layer on a hard bearing layer, to suit a design standard; forming a wall-type improvement layer by building a plurality of walls at a prescribed interval on the unimproved layer, in a direction orthogonal to a longitudinal direction of a banking; forming a shallow layer improvement layer on the wall-type improvement layer, and then performing banking on the shallow layer improvement layer. At least a row of displacement suppression walls is built near an outer edge part in a lateral direction of the banking for the wall, the displacement suppression wall having a gap between constituent members.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2016,JPO&INPIT
机译:要解决的问题:提供一种利用位移抑制墙的墙式地面改良方法,以通过利用位移抑制墙抑制建筑物和周围区域的堤岸沉降来有效地改善软土地基。目的,墙式地面改良方法依次执行以下步骤:将未改良的层留在硬质承载层上以符合设计标准;通过在未改进的层上以预定间隔沿垂直于堤岸的纵向的方向建造多个壁来形成壁型改进层;在壁型改善层上形成浅层改善层,然后在浅层改善层上进行堆积。至少一排位移抑制壁在壁的横向方向的外边缘部分附近建造,位移抑制壁在组成构件之间具有间隙。;选定的图纸:图1;版权:(C)2016 ,JPO&INPIT

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