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METHOD OF SAND BOILING-PREVENTIVE CONSTRUCTION IN EXCAVATION WORK OF SHAFT, ETC.

机译:ETC竖井开挖工作中的防砂沸腾施工方法。

摘要

PROBLEM TO BE SOLVED: To prevent the generation of sand boiling in the excavation works of a shaft, etc., by executing a gravel pile at a site, where the generation of sand boiling is feared, prior to the excavation process of the shaft, etc., and discharging groundwater from the gravel pile as excavation progresses. ;SOLUTION: A landslide protection wall 1 is executed to a sandy ground G, and a columnar pit 15 is drilled at a site, where sand boiling is feared, while being crossed over an excavating batholith 5. Single-sized medium-grain crushed stones 9 are charged and packed into the columnar pit 15, and a gravel pile 20 is formed. The landslide protection wall 1 is fixed in the lateral direction by walings while struts are introduced among the walings, and the shaft is excavated continuously while stabilizing the landslide protection wall 1. Consequently, a groundwater flow 7 inducing sand boiling is ejected to the excavating batholith 5 through the gravel pile 20. The runoff of the grains of soil and sand in the ground G is prevented by the gravel pile 20, and only groundwater is discharged. Accordingly, the generation of sand boiling in the excavation works of the shaft, etc., can be obviated.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:为了防止竖井等的开挖工作中砂土沸腾的产生,在竖井的开挖过程之前,在可能会产生砂土沸腾的地方进行碎石堆,等,并随着开挖的进行从砾石桩中排出地下水。 ;解决方案:在沙质地面G上实施滑坡防护墙1,并在怕砂沸腾的位置钻过柱状坑15,同时越过挖掘的基岩5。单一尺寸的中粒碎石将9个装填并填充到柱状坑15中,形成砾石堆20。滑行保护墙1在横向上通过滑行固定,同时在滑行中引入支柱,并在稳定滑行保护墙1的同时连续开挖竖井。结果,引起砂子沸腾的地下水流7喷射到开挖岩基中图5中通过砾石桩20。通过砾石桩20防止了地面G中的土壤和沙粒的流失,仅排放了地下水。因此,可以避免在竖井等的开挖工作中产生砂沸。。版权所有:(C)1998,日本特许厅

著录项

  • 公开/公告号JPH10114957A

    专利类型

  • 公开/公告日1998-05-06

    原文格式PDF

  • 申请/专利权人 MAEDA CORP;FUJIMI KOKEN KK;

    申请/专利号JP19960268933

  • 发明设计人 KOBAYASHI TATEO;GOSOU AKIRA;

    申请日1996-10-09

  • 分类号E02D31/02;E02D17/02;E21D7/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:02:45

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