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Soft ground improvement method by vacuum consolidation

机译:真空加固软土地基的方法

摘要

PPROBLEM TO BE SOLVED: To provide a soft ground improving method by vacuum consolidation, and drain members usable for the method for improving efficiency of field work and positively driving vertical drain members to efficiently improve the soft ground. PSOLUTION: In this soft ground improving method by vacuum consolidation, the water permeable vertical drain members 11 are driven into the soft ground 1, and pressure in the vertical drain members is reduced by a pressure reducing means to drain water in the soft ground through the vertical drain members. The vertical drain member has a length corresponding to the insertion depth into the soft ground, and an airtight cap 12 connecting a drain tube member 13 leading to the pressure reducing means is mounted to the upper end of the vertical drain member. The vertical drain member is inserted into the soft ground, with the airtight cap placed on the upper side until the depth of the airtight cap is 50 cm or more from an upper face 10 and reaches the underground water level face 2. PCOPYRIGHT: (C)2006,JPO&NCIPI
机译:

要解决的问题:提供一种通过真空固结来改善软土地基的方法,以及用于该方法的排水构件,该排水构件可用于提高野外作业效率并积极驱动垂直排水构件以有效地改善软土地基。

解决方案:在这种通过真空固结的软土地基改善方法中,将可渗透水的垂直排水元件11驱动到软土地基1中,并通过减压装置降低垂直排水元件中的压力,以将水排放到软土地基中。通过垂直排水部件接地。垂直排水构件的长度与插入软土中的深度相对应,并且将垂直于排水装置的排水管构件13连接的气密帽12安装在垂直排水构件的上端。将垂直排水部件插入软土地基中,将气密帽置于上侧,直到气密帽的深度距上表面10至少50 cm并到达地下水位面2。

COPYRIGHT :(C)2006,日本特许厅

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