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Execution for the volume reduction of dredged soil using the vacuum consolidation method with horizontal pre-fabricated drains

机译:使用带有水平预制排水沟的真空固结法执行疏reduction土壤的体积减少

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Recently, a shortage of soil disposal area has been serious in Japan, and there has been a demand to dispose the dredged soil as much as possible in the disposal area with limited capacity. To meet this demand, the vacuum consolidation method with horizontal pre-fabricated drains has been applied to the soft ground formed by dumping of dredged soil. Horizontal drains of 100cm wide, 10mm thick and 117-171m long were installed at the horizontal interval of 0.8m on the bottom surface and a middle section of the disposal area. Then, soft soil was improved by the vacuum pressure of over 75-80kN/m~(2). The volume of dredged soil converted in the original sedimentation condition was 1.1 times as much as the capacity of the disposal area, though all of the dredged soil was successfully accepted in the disposal area because of bulk reduction of the soil by the vacuum consolidation method.
机译:近来,在日本,土壤处理区域严重短缺,并且需要在容量有限的处理区域中尽可能多地处理疏soil的土壤。为了满足这一需求,已采用水平预制排水沟的真空固结法来处理由倾倒的土壤形成的软土地基。在处置区域的底面和中间部分,以0.8m的水平间隔安装100cm宽,10mm厚,117-171m长的水平排水管。然后,通过超过75-80kN / m〜(2)的真空压力对软土进行了改良。尽管由于真空固结法减少了土壤的体积,所有被疏ged的土壤均已在处置区成功接受,但在原始沉积条件下转化的疏soil土壤的体积是处置区容量的1.1倍。

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