Development of Stress Measuring System by Overcoring Method Suitable for Soft Rocks

None

Ghimile, H. N.*; 石島 洋二*; 菅原 隆之*; 中間 茂雄 

Ghimile, H. N.*; Ishijima, Yoji*; Sugawara, Takayuki*; Nakama, Shigeo

従来得られている岩盤の初期応力データのほとんどは硬岩や中硬岩を対象としたものであり、軟岩に適した初期応力測定法の開発が望まれる。そこで本研究では、軟岩に適した応力解放法による初期応力測定システムを開発した。この初期応力評価システムの機能を確認するために、軟岩ブロックを用いて室内試験を行い、所期の機能を発揮することを確認した。

Most in-situ data on rock stresses are from hard or moderately hard rock. It is necessary to develop a stress measurement method for soft rock, toward obtaining the in-situ stress state in such rock. We developed a stress meter that measures seven components of diametrical deformation and axial deformation in a pilot borehole during overcoring and records the measurements on a small data logger installed within it. From these deformation data, three-dimensional stress states in rock are determined using the observation equation derived from the analytical elastic solution. The stress meter is inserted into a 40-mm pilot borehole that can range in water content from dry to completely wet. The advantages of this stress meter are its smallness, ease of use, reusability, ability to measure at any borehole depth, and efficiency, since very little time is required for insertion and withdrawal and no time is needed to shift from insertion to overcoring. Moreover, elastic properties of the roc