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木村 強, 高橋 学 資源と素材 111 (2), 71-77, 1995

This paper describes moisture movement in unsaturated sandstone and tuff, whose porosities are 13% and 29% respectively. For each rock three cylindrical specimens are prepared: dry (not perfectly) …

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木村 強, 江崎 哲郎 土木学会論文集 1994 (499), 41-50, 1994-09-21

Barton と Choubey によって提示されたプロファイルを有する石膏不連続面を用いてせん断試験を行うとともに, せん断後の表面形状を計測した. 表面のアスペリティは, 勾配が大きいものほど基底長が短く, そのために応力集中によって簡単に破壊され得る. 垂直応力の増加に伴ってアスペリティの破壊は大きくなり, ダイレーションは抑制される. この実験結果に基づいて, …

DOI Web Site Web Site 被引用文献1件 参考文献15件

木村 強, 高橋 学 資源と素材 110 (12), 933-938, 1994

The mechanical and hydraulic properties of joints included in rock masses are affected significantlyby geometrical characteristics of the two surfaces making up each joint. It is recognized that the …

DOI Web Site 被引用文献2件

江崎 哲郎, 木村 強, 崔 継完 資源と素材 109 (5), 307-312, 1993

DOI 被引用文献1件

木村 強, 江崎 哲郎 応用地質 33 (2), 61-70, 1992

The mechanical and hydraulic properties of rock fractures are strongly influenced by surface conditions of the fractures. In this study, roughness heights of both surfaces of an artificially …

DOI Web Site 被引用文献2件 参考文献30件

木村 強, 江崎 哲郎 応用地質 33 (5), 255-262, 1992

Shearing characteristics of rock joints strongly depend on the surface roughness. BARTON (1973) proposed an empirical equation to estimate the shear strength of rock joints, introducing the …

DOI Web Site 被引用文献2件 参考文献13件

木村 強, 陶野 郁雄, 江崎 哲郎 応用地質 32 (1), 1-8, 1991

Stability of rock mass structures and flow of ground water through rock masses are influenced by discontinuities included in the rock masses rather than the rock materials. This paper describes a …

DOI Web Site 参考文献17件

江崎 哲郎, 堂薗 俊多, 相川 明, 木村 強 環境システム研究 19 173-178, 1991

In this research, the environmental elements, which must be considered in underground developments, are divided into inside influences and outside influences, the latter being classified into direct …

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江崎 哲郎, 木村 強, 亀田 伸裕, 堂薗 俊多 環境システム研究 18 160-165, 1990

This paper examines the fundamentals of underground development and its utilization, including the maintenance and management before, during, and after the planning and construction. It is expected …

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江崎 哲郎, 木村 強, 亀田 伸裕 環境システム研究 17 180-185, 1989

Special attention has been recently attracted to large-scale underground excavation for the purpose of utilization of underground space in the metropolis or some storages. This excavation brings …

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江崎 哲郎, 木村 強, 西田 正 環境システム研究 16 118-123, 1988

Extraction of mineral and energy resources from underground causes visible damages, which result from not only surface subsidence already being treated well but also the change of ground water flow, …

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木村 強, 江崎 哲郎, 青木 一男, 西田 正 日本鑛業會誌 104 (1199), 11-16, 1988

In order to reinvestigate the strain softening behavior of rocks, firstly, conventional triaxial tests for Ainoura sandstone were performed by using the stiff testing machine. It is an interesting …

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向山 広, 木村 強 土と基礎 : 地盤工学会誌 / 地盤工学会「土と基礎」編集委員会 編 35 (6), p1-6, 1987-06

コレクション : 国立国会図書館デジタルコレクション > 電子書籍・電子雑誌 > 学術機関 > 学協会

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向山 広, 木村 強, 渡辺 公一郎, 井上 雅弘, 矢ケ部 秀美, 中村 真人 日本鑛業會誌 103 (1194), 477-484, 1987

Remote Sensing is a useful technique for analysis of the fractures through which magmas rise in the crust and subsequently cause volcanism or mineralization. These fractures appear as lineaments on …

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木村 強, 江崎 哲郎, 青木 一男, 西田 正 日本鑛業會誌 103 (1188), 91-96, 1987

The determination of yield functions is the first step for the derivation of the constitutive law of geo-materials. In thi: paper, a new yield function is proposed by incorporating a parameter k, …

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向山 広, 茂木 透, 木村 強 地震　第２輯 40 (4), 541-549, 1987

A study of regional tectonics using the lineament map drawn from Landsat TM (Thematic Mapper) images was conducted for the southern part of Chubu district, Central Japan. Many long lineaments …

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向山 広, 木村 強, 茂木 透 地震　第２輯 39 (3), 431-442, 1986

The study using the slope-shaded map and lineament map from Landsat images reveals that the Kinki district consists of several geologic blocks resembling a mosaic. The main lineaments are divided …

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木村 強, 青木 一男, 江崎 哲郎, 西田 正 日本鑛業會誌 101 (1170), 453-458, 1985

Stress rate and strain rate controlled tests of sandstone were carried out under generalized triaxial stresses. In order to obtain stress loci in the principal stress space, in the latter tests, …

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向山 広, 井上 雅弘, 木村 強, 中村 真人, 島名 寛仁 火山.第２集 29 (4), 320-321, 1984

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向山 広, 井上 雅弘, 木村 強, 中村 真人, 木下 正人, 島名 寛仁, 田村 満夫 火山.第２集 29 (2), 160-, 1984

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向山 広, 井上 雅弘, 木村 強, 中村 真人, 田村 満夫 火山.第２集 29 (2), 159-160, 1984

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向山 広, 井上 雅弘, 木村 強, 中村 真人, 田村 満夫 火山.第２集 29 (4), 304-305, 1984

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木村 強, 江崎 哲郎, 西田 正 日本鑛業會誌 100 (1156), 475-480, 1984

The total energy applied from an external system of a given specimen, in the process of fracture, is transformed into elastic strain energy and irreversible energy. The elastic strain energy is …

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向山 広, 中村 真人, 井上 雅弘, 木村 強 火山.第２集 29 (1), 45-56, 1984

The author tried to show close relationship between the distribution of fractures and location of large-volume pyroclastic flows since the Pliocene, using information from Landsat image together …

DOI Web Site 被引用文献1件

向山 広, 中村 真人, 井上 雅弘, 木村 強 火山.第２集 28 (4), 395-408, 1983

The basic purpose of this paper is to reveal the Pliocene to Quaternary geotectonism of Northeast Japan using the Landsat images with geomorphological and geological data. The following conclusions …

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向山 広, 井上 雅弘, 木村 強, 中村 真人 火山.第２集 28 (4), 439-, 1983

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向山 広, 井上 雅弘, 木村 強, 中村 真人 火山.第２集 28 (4), 439-440, 1983

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木村 強, 江崎 哲郎, 西田 正 日本鑛業會誌 98 (1129), 215-220,225, 1982

The three dimensional analysis of ground movement due to mining can be simply performed by the grid-model method. However, the application of the method to practical problem is limited to a certain …

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西田 正, 江崎 哲郎, 木村 強, 芝原 俊郎 日本鑛業會誌 96 (1109), 455-460, 1980

For the purpose of three-dimensional analysis of rock pressure due to mining, G. Evening et al.presented the grid-model method in 1972. In this report, the method of three-dimensional analysis of …

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