THE HISTORY OF THE RESEARCH AND DEVELOPMENT OF THE APPARATUSES MEASURING BOTH THE SHEAR STRENGTH AND THE ROUGHNESS PROFILE OF ROCK JOINTS

• OHNISHI Yuzo

  JAPAN SOCIETY OF CIVIL ENGINEERS

• YANO Takao

  JAPAN SOCIETY OF CIVIL ENGINEERS

• IWAMOTO Hiroshi

  JAPAN SOCIETY OF CIVIL ENGINEERS

• NISHIKAWA Naoto

  元京都大学大学院工学研究科

Bibliographic Information

Other Title

• 岩石一面せん断試験装置およびラフネス計測装置の開発・研究とその変遷
• ガンセキ イチメン センダン シケン ソウチ オヨビ ラフネス ケイソク ソウチ ノ カイハツ ケンキュウ ト ソノ ヘンセン

Abstract

When one evaluates the shear strength of rock joints in detail, the investigation based on both mechanical and geometrical condition should be considered. As for mechanical conditions, shear behaviors of rock joints is affected by loading condition. As for geometrical conditions, shear behaviors of rock joints should be heavily dependent on the configuration of rock joints, which is so-called roughness profile. From these viewpoints, the authors have developed both the apparatuses measuring both the shear strength and the roughens profile of rock joints. This paper describes the history of the developed apparatus and their applicability.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2000 (645), 307-320, 2000-03-21

  Japan Society of Civil Engineers

Keywords

• direct shear apparatus
• direct shear test
• rock joint
• shear behavior
• shear strength
• roughness profiler
• joint roughness

Details

• CRID: 1390001205309640064
• NII Article ID: 130003983522
• NII Article ID: 10004542453
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2000.645_307
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• NDL BIB ID: 5333853
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I5333853
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2000/645/2000_645_307/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed