地震 第2輯
Online ISSN : 1883-9029
Print ISSN : 0037-1114
ISSN-L : 0037-1114
千葉県富津市における水圧破壊法による地殻応力測定
池田 隆司高橋 博
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1981 年 34 巻 4 号 p. 565-576

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Using the hydrofracturing technique, in-situ stress measurements have been made in a 450-m-deep well drilled through silty mudstone (the Miocene). Stress has been measured at ten points between depths of 101 and 437m.
Data show a steady increase with depth for both maximum (σH max) and minimum (σH min) horizontal compressive stresses, from 33 to 136 bars, and from 20 to 85 bars, respectively.
A borehole televiewer and an impression packer are used to detect new fractures created by the hydrofracturing, which indicate the azimuth of σH max. The impression packer detects new fractures more clearly than the borehole televiewer. The direction of σH max is N45°±10°W. This direction does not agree with those estimated from joints which have been developed in the Neogene formations (the maximum compressive stress axis is N-S or vertical), and tectonic strain analyzed from the first order triangulation survey (the maximum compressive strain axis is N-S). But the hydrofracturing result agrees well with the nothwestward motion of the Philippin Sea plate relative to the Asian plate.

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