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稚内層珪質泥岩の力学特性

Mechanical properties of siliceous mudstone of the Wakkanai formation

羽柴 公博*; 福井 勝則*; 杉田 裕 ; 真田 昌慶*

Hashiba, Kimihiro*; Fukui, Katsunori*; Sugita, Yutaka; Sanada, Masanori*

珪藻土や、それが変成作用により岩石化した珪質岩は、北海道から秋田県、能登半島、隠岐諸島へかけて日本海側に広く分布しており、珪質岩の岩盤中に構造物を建設する際には、その力学特性を把握しておく必要がある。本研究では、北海道天塩郡幌延町の地下深部に分布する珪質岩である稚内層珪質泥岩を用いて、一軸圧縮試験、圧裂引張試験、乾燥収縮試験、時間依存性挙動と強度回復特性を調べる試験を行った。その結果、変形・破壊特性におよぼす水分の影響が大きく、試験室の標準的な環境下で乾燥させるだけで、最大で0.9%程度の軸方向の収縮歪が生じ、強度が2倍程度になることがわかった。時間依存性挙動と強度回復特性に関しては、岩石としては標準的な特性を持っていることがわかった。

Diatomaceous earth and siliceous rock are widespread in the areas along the Sea of Japan in Hokkaido Prefecture, Akita Prefecture, Noto Peninsula and Oki Islands. To construct underground structures in the siliceous rock mass, it is essential to understand its mechanical properties. In this study, siliceous mudstone of the Wakkanai formation obtained from the deep underground in Horonobe, Hokkaido was applied to various laboratory tests; uniaxial compression test, Brazilian tension test, drying shrinkage test and the test to investigate the time dependent behavior and strength recovery. The testing results showed that water has a huge effect on the deformation and failure of the siliceous mudstone; when the specimen is air dried in room temperature, the axial shrinkage strain reashes 0.9% and the strength is twice larger than that in wet condition. It was found that the siliceous mudstone exhibits the same degree of time dependent behavior and strength recovery as other rocks such as tuff and sandstone.

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