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WATER IMPERMEABILITY INSPECTION METHOD
To provide a water impermeability inspection method capable of testing water impermeability of the ground G.SOLUTION: The water impermeability inspection method is a method of testing water impermeability in the ground G under a dam 1. The method includes: a step of forming an inspection hole HD in the ground G at the upstream side of the grouting curtain GC formed in the ground G; a step of applying water pressure in the inspection hole HD; and a step of inspecting the water impermeability based on the water pressure change on a pore pressure gauge P placed downstream of the grouting curtain GC.SELECTED DRAWING: Figure 5
【課題】地盤Gの遮水性を検査する。【解決手段】ダム1の下の地盤Gにおける遮水性を検査する遮水性検査方法であって、地盤Gに形成されたグラウチングカーテンGCよりも上流側において、地盤Gに検査孔HDを形成する工程と、検査孔HDにおいて水圧を加える工程と、グラウチングカーテンGCよりも下流側に配置される間隙水圧計Pの水圧変化に基づいて遮水性を検査する工程と、を含む。【選択図】図5
WATER IMPERMEABILITY INSPECTION METHOD
To provide a water impermeability inspection method capable of testing water impermeability of the ground G.SOLUTION: The water impermeability inspection method is a method of testing water impermeability in the ground G under a dam 1. The method includes: a step of forming an inspection hole HD in the ground G at the upstream side of the grouting curtain GC formed in the ground G; a step of applying water pressure in the inspection hole HD; and a step of inspecting the water impermeability based on the water pressure change on a pore pressure gauge P placed downstream of the grouting curtain GC.SELECTED DRAWING: Figure 5
【課題】地盤Gの遮水性を検査する。【解決手段】ダム1の下の地盤Gにおける遮水性を検査する遮水性検査方法であって、地盤Gに形成されたグラウチングカーテンGCよりも上流側において、地盤Gに検査孔HDを形成する工程と、検査孔HDにおいて水圧を加える工程と、グラウチングカーテンGCよりも下流側に配置される間隙水圧計Pの水圧変化に基づいて遮水性を検査する工程と、を含む。【選択図】図5
WATER IMPERMEABILITY INSPECTION METHOD
遮水性検査方法
FURUKAWA MUKAU (author) / NAKAJIMA HIDEKI (author) / ISHIGURO TAKESHI (author)
2024-10-24
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
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Gründungen
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