Modeling the shearing behavior of discontinuous rock mass incorporating dilation of joint aperture

• 資料種別: 記事
• タイトル: Modeling the shearing behavior of discontinuous rock mass incorporating dilation of joint aperture
• 著者標目: 張, 晋通; Kikumoto, Mamoru; Yasuhara, Hideaki; https://orcid.org/0000-0003-4557-4692; Ogata, Sho; 岸田, 潔
• 出版年月日等: 2022-05
• 出版年（W3CDTF）: 2022-05
• 寄与者: 張, 晋通; 岸田, 潔; 20243066
• タイトル（掲載誌）: International Journal of Rock Mechanics and Mining Sciences
• 巻号年月日等（掲載誌）: 153
• 掲載巻: 153
• 掲載ページ: 105101-
• 掲載年月日（W3CDTF）: 2022-05
• ISSN（掲載誌）: 13651609
• 出版事項（掲載誌）: Elsevier BV
• 本文の言語コード: en
• 件名標目: Discontinuous rock mass; Shearing behavior; Joint aperture; Dilation; Elastoplastic; Critical state theory
• 対象利用者: 一般
• DOI: 10.1016/j.ijrmms.2022.105101
• 著作権情報: © 2022. This manuscript version is made available under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International license.; The full-text file will be made open to the public on 1 May 2024 in accordance with publisher's 'Terms and Conditions for Self-Archiving'.; This is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。
• 関連情報（URI）: http://hdl.handle.net/2433/269215; https://api.elsevier.com/content/article/PII:S1365160922000697?httpAccept=text/xml; https://api.elsevier.com/content/article/PII:S1365160922000697?httpAccept=text/plain
• 参照: かみ合わせと固着を考慮した岩石不連続面の限界状態モデル; https://cir.nii.ac.jp/crid/1390021779979943424
• 参照: Numerical modelling of fluid flow tests in a rock fracture with a special algorithm for contact areas; https://cir.nii.ac.jp/crid/1050282677040213248; Constitutive model for soft rocks considering structural healing and decay; https://cir.nii.ac.jp/crid/1050282810826066816; Closure of random elastic surfaces in contact; https://cir.nii.ac.jp/crid/1360011145966590336; Constitutive models for rock discontinuities with dilatancy and surface degradation; https://cir.nii.ac.jp/crid/1360013170647669760; Experimental Studies on the Mechanical Behaviour of Rock Joints with Various Openings; https://cir.nii.ac.jp/crid/1360013172705466752; Mechanical Model for Predicting Closure Behavior of Rock Joints Under Normal Stress; https://cir.nii.ac.jp/crid/1360021395483813760; Effect of opening on the shear behavior of a rock joint; https://cir.nii.ac.jp/crid/1360021395483814912; Quantifying topography and closure deformation of rock joints; https://cir.nii.ac.jp/crid/1360021395484401920; Review of a new shear-strength criterion for rock joints; https://cir.nii.ac.jp/crid/1360292619011274368; Shear‐induced dilatancy of fluid‐saturated faults: Experiment and theory; https://cir.nii.ac.jp/crid/1360292620441502720; Suggested methods for determining the uniaxial compressive strength and deformability of rock materials; https://cir.nii.ac.jp/crid/1360302868569014784; The implications of joint deformation in analyzing the properties and behavior of fractured rock masses, underground excavations, and faults; https://cir.nii.ac.jp/crid/1360302869449828736; Size effect on aperture and permeability of a fracture as estimated in large synthetic fractures; https://cir.nii.ac.jp/crid/1360574093841576576; A Bounding Surface Plasticity Model Considering Spacing Ratio for Overconsolidated Jointed Soft Rocks; https://cir.nii.ac.jp/crid/1360584346104856320; Rock joints: FEM implementation and applications; https://cir.nii.ac.jp/crid/1360584346105224320; Yielding of Clays in States Wetter than Critical; https://cir.nii.ac.jp/crid/1360855568905496832; Bounding surface plasticity model for jointed soft rocks considering overconsolidation and structural decay; https://cir.nii.ac.jp/crid/1360865818728445056; Models for normal fracture deformation under compressive loading; https://cir.nii.ac.jp/crid/1360865818728696960; A constitutive model for a laboratory rock joint with multi-scale asperity degradation; https://cir.nii.ac.jp/crid/1360865819404765312; WAVE VELOCITIES IN ROCKS AS A FUNCTION OF CHANGES IN OVERBURDEN PRESSURE AND PORE FLUID SATURANTS; https://cir.nii.ac.jp/crid/1360865819405770112; Strength, deformation and conductivity coupling of rock joints; https://cir.nii.ac.jp/crid/1361981468864681984; Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters; https://cir.nii.ac.jp/crid/1362262943901554560; Fundamentals of rock joint deformation; https://cir.nii.ac.jp/crid/1362262946162044160; Rock Joint Surfaces Measurement and Analysis of Aperture Distribution under Different Normal and Shear Loading using GIS; https://cir.nii.ac.jp/crid/1362544420585705088; An elasto-viscoplastic model for soft rock around tunnels considering overconsolidation and structure effects; https://cir.nii.ac.jp/crid/1363107370505852160; Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading; https://cir.nii.ac.jp/crid/1363107371105678848; Stress deformation properties of rock and rock discontinuities; https://cir.nii.ac.jp/crid/1363388844492124160; Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint; https://cir.nii.ac.jp/crid/1363670318358011008; Joint surface matching and shear strength part A: joint matching coefficient (JMC); https://cir.nii.ac.jp/crid/1363670320139825792; Modelling rock joints under shear and normal loading; https://cir.nii.ac.jp/crid/1363670321047408000; An isoparametric joint/interface element for finite element analysis; https://cir.nii.ac.jp/crid/1363670321233769856; Velocity and attenuation of seismic waves in imperfectly elastic rock; https://cir.nii.ac.jp/crid/1363951795546401536; Hydraulic and mechanical properties of natural fractures in low permeability rock; https://cir.nii.ac.jp/crid/1370021390578803975; The mechanical properties of joints; https://cir.nii.ac.jp/crid/1370021390578803976
• 連携機関・データベース: 国立情報学研究所 : CiNii Research; https://cir.nii.ac.jp/
• 提供元機関・データベース: 学術機関リポジトリデータベース; https://irdb.nii.ac.jp; Crossref; https://www.crossref.org; 科学研究費助成事業データベース; https://kaken.nii.ac.jp/ja

• 要約等: The shearing characteristics of rock joints govern the mechanical performance of discontinuous rock masses. The present study investigated the normal ...