By Y. Kanaori, et al.,
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Extra info for Engineering Geological Advances in Japan for the New Millenium
5. Case study of dc resistivity method on Kawafune fault zone. (a) Location map of a survey line and a trenching area. (b) Resistivity profile by 2D inversion. 2 m along the 72 m long line. Total number of soundings is 1140. (c) Geological section observed at trench walls. This fault is a low-angle thrust fault with a vertical slippage component of 2 m, which appeared at the 1891 Rikuu earthquake. A mudstone layer (the Kawafune formation) on the west side of the fault has been thrusted over gravel layers in alluvium on the east side of the fault.
Soil Mech. Found. Div. 94, SM1. , 1992. Application of borehole television system to deep underground survey. Jpn. Soc. Eng. Geol. 32, 289-303. (in Japanese with English abstract). , 1995. Pumping test to evaluate connectivity of hydrogeological structures in fractured rock mass. Proc. Ann. Jpn. Soc. Civil Eng. 1,228-229. in Japanese. , 1935. The relation between the lowering of piezometric surface and the rate and duration of discharge of well using ground water storage. Trans. Am. Geophys. Union 2, 512-524.
By comparing a trenched cross-section [Fig. 6(e)] along line EA-3 with the 2D inverted resistivity profiles [Fig. 6(c) and (d)], a high resistivity zone (500-2000 ~ m) approximately 10 m deep or less is correlated with partially water-saturated alluvium. Under this high resistivity zone, a resistivity boundary is mapped along the fault position. A low resistivity zone (20-100 ~ m) on the north side of the fault is correlated with tuff, and a high 35 Fig. 5. Case study of dc resistivity method on Kawafune fault zone.
Engineering Geological Advances in Japan for the New Millenium by Y. Kanaori, et al.,