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Ground Subsidence Following Groundwater Drawdown by Excavating of 500 m Deep Investigation Shafts in Granite Body in Mizunami, Central Japan in 2004-2012

机译:2004-2012年日本中部水浪市花岗岩体深部探井开挖500m地下水后地面沉降

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Two 500 m deep investigation shafts were excavating in the granite body in Mizunami, central Japan by JAEA (Japan Nuclear Cycle Development Institute) in 2004-2012. Groundwater with volume of 700 m3 was generally pumping a day to prevent the shafts from submerging in 2012 following the excavating. As a result of pumping the groundwater, the ground water level lowered to 60 m in the borehole with the distance of 200 m from the excavating shafts in 2012. Leveling network extending 2 km × 2 km around the shafts was established to detect the vertical deformation around the shafts in 2004, and precise leveling was done every year. An 18 mm ground subsidence was detected in the benchmark close to the shafts for 8 years in 2004-2012, and time series of subsidence at benchmark was consistent with the groundwater drawdown. The groundwater drawdown and ground subsidence were caused by the pumping ground water in excavating shafts.
机译:2004年至2012年,JAEA(日本核循环发展研究所)在日本中部水浪市的花岗岩体内开挖了两个500 m深的探井。通常,每天开挖700 m3的地下水,以防止开挖后2012年竖井淹没。由于抽取了地下水,2012年井眼中的地下水位下降至60 m,距开挖井的距离为200 m。建立了水平井网,该井网围绕井道延伸2 km×2 km,以检测垂直变形于2004年绕轴进行了调试,并且每年进行精确的找平。 2004-2012年,在靠近竖井的基准中检测到18毫米地面沉降,为期8年,并且基准沉降的时间序列与地下水位下降一致。地下水的沉降和地面沉降是由于开挖井中抽取地下水引起的。

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