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The soft ground improvement method by vacuum consolidation

机译:真空加固软土地基的方法

摘要

PROBLEM TO BE SOLVED: To provide a soft ground improvement method by vacuum consolidation capable of driving a vertical drainage material within a short time by reduced number of site works and efficiently carrying out soft ground improvement work.;SOLUTION: An air impermeable section 15 having water permeability inside thereof with a specific length from the end and cutting off vent from the circumferential surface is provided to the upper end of the vertical drainage material 2 cut to the length corresponding to the insertion depth into the soft ground 1, the vertical drainage material 2 fixing an air-tight cap 17 to the upper end in advance is used, the air-tight cap 17 having an integral part of a drainage cylindrical material 18 is fixed to the upper end of the vertical drainage material 2 in advance, the front end of the drainage cylindrical material 18 integrally projected from the air-tight cap is fixed to the lower end of the other vertical drainage material 2 to connect a large number of vertical drainage materials to each other as one piece, and at a site of ground improvement, the drainage cylindrical material 18 is cut to successively insert the vertical drainage materials into the soft ground.;COPYRIGHT: (C)2002,JPO
机译:解决的问题:提供一种通过真空固结的软土地基改善方法,该方法能够通过减少现场工作次数并在短时间内驱动垂直排水材料,并有效地进行软土地基改善工作。垂直排水材料2的上端设置有从端部起具有特定长度的水渗透性,并且从圆周表面切断排气孔,该垂直排水材料2的上端被切割成与插入软土1中的深度相对应的长度。如图2所示,使用预先将气密帽17固定于上端的结构,将具有排水筒状材料18的一体部分的气密帽17预先固定于垂直排水件2的上端。从气密帽整体突出的排水筒状材料18的一端固定到另一垂直排水材料2的下端以连接垂直排水材料的数量彼此为一,并在地面改良现场切割排水圆柱材料18,以将垂直排水材料依次插入软土中。;版权所有:(C)2002,JPO

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