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Shallow Crustal Stress around Shikoku and Kii Region, SW Japan, inferred from Hydraulic Fracturing Tests and Borehole Wall Observations

机译:从水力压裂试验和井壁观察推论,日本西南部四国和纪伊地区周围的浅层地壳应力

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Since 2006 FY, Geological Survey of Japan, National Institute of Advanced Industrial Science andrnTechnology (GSJ/AIST) has been constructing an integrated groundwater observation network inrnShikoku, Kii and western Tokai region, southwestern Japan, for investigating crustal activityrnpreceding the coming Nankai, Tonankai and Tokai earthquakes. Fourteen stations have already beenrncompleted. Three observation wells with different depths, usually 30, 200 and 600 m, were drilled atrneach station. Various information about shallow crustal stress was derived by experiments using thesernboreholes and the drilled cores.rnHydraulic fracturing stress measurements were conducted in the 600 m boreholes of five stationsrnand the 200 m borehole of one station, where granitic rocks were dominant. Flow rate and pressure ofrnthe injected water were monitored at downhole by transducers installed just above the measurementrninterval to detect the re-opening pressure precisely. Reverse fault type stress fields, where thernminimum horizontal stress is larger than the overburden stress, were obtained at two stations in Aichrnprefecture.rnBorehole breakouts (BBs) and/or drilling induced tensile fractures (DIFs) were widely observed atrneleven stations on the borehole wall images produced using borehole televiewer/camera. Thernorientation of maximum horizontal stress derived from BBs and DIFs as well as the hydraulicrnfracturing stress measurements dominantly ranges between E-W and NE-SW. This stress orientationrnis perpendicular or largely oblique to the relative convergence direction of Philippine Sea plate tornAmour plate. On the other hand, our results are roughly consistent with the focal mechanisms ofrnshallow crustal earthquakes in this region.
机译:自2006财年起,日本地质调查局,国立高级工业科学技术研究院(GSJ / AIST)一直在基辅四国和日本西南部的东海西部地区建设地下水综合观测网,以调查即将到来的南海,南海和东北地区的地壳活动。东海地震。十四个车站已经完工。在每个站钻了三个不同深度的观测井,通常为30、200和600 m。通过使用钻孔和岩心的实验,获得了有关浅层地壳应力的各种信息。在五个台站的600 m井眼和一个台站的200 m井眼中以花岗岩为主的水力压裂应力测量中。通过安装在测量间隔正上方的传感器在井下监测注入水的流量和压力,以精确检测重新打开压力。在Aichrn州的两个站点获得了最小水平应力大于上覆应力的反向断层型应力场。在井壁图像上的偶数个站点上,广泛观察到了钻孔破裂(BBs)和/或钻井诱发的拉伸裂缝(DIF)。使用钻孔式电视/摄像机拍摄。由BB和DIF产生的最大水平应力的取向以及水力压裂应力的测量值主要在E-W和NE-SW之间。该应力取向垂直于或基本倾斜于菲律宾海板撕裂的爱慕板块的相对会聚方向。另一方面,我们的结果与该地区浅层地壳地震的震源机制基本一致。

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