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岩土工程学报没有吗doi

2023-02-15 02:15 来源:学术参考网 作者:未知

岩土工程学报没有吗doi

[1]华安增,孔圆波,李世平等.岩块降压破碎的能量分析.煤炭学报,1995,20(4):389~392

[2]陈颙,姚孝新,耿乃光.应力途径、岩石的强度和体积膨胀.中国科学,1979,11:1093~1100

[3]姚孝新,耿乃光,陈颙.应力途径对岩石脆性和延性的影响.地球物理学报,1980,23(3):312~319

[4]周火明,盛谦,李维树等.三峡船闸边坡卸荷扰动区范围及岩体力学性质弱化程度研究.岩石力学与工程学,2004,23(7):1078~1081

[5]哈秋舲,李建林,张永兴等.节理岩体卸荷非线性岩体力学.北京:中国建筑工业出版社,1998

[6]吴刚,孙均.卸荷应力状态下裂隙岩体的变形和强度特性.岩石力学与工程学报,1998,17(6):615~621

[7]张有天,周维垣.岩石高边坡的变形与稳定.北京:中国水利水电出版社,1999.243~247,303~333

[8]吴玉山.应力路径对凝灰岩力学特性的影响.岩土工程学报,1983,5(1):112~120

[9]李天斌,王兰生.卸荷应力状态下玄武岩变形破坏特征的试验研究.岩石力学与工程学报,1993,12(4):321~327

[10]Lau Joseph S O,Chandler N A.Innovative laboratory testing.Inter.J.Rock Mech.Min.Sci.,2004,41(8):1427~1445

[11]汪浩译(Farmer I W 著).岩石的工程性质.徐州:中国矿业大学出版社,1988.48~54

[12]尤明庆,华安增.卸围压法测量岩石材料的泊松比.实验力学,1997,12(2):274~278

[13]朱之芳等.刚性试验机.北京:煤炭工业出版社,1985.50~53

[14]李通林,谭学术,刘伟.矿山岩石力学.重庆:重庆大学出版社,1991.18

[15]Byerlee J D.Friction of rocks.Pure Appl.Geophys.1978,116:615~626

[16]Rice J R,Ruina A L.Stability of steady frictional sliding.J.Appl.Mech.,1983,50:343~349

[17]Maksimovic M.The shear strength components of a rough rock joint.Inter.J.Rock Mech.Min.Sci.,1996,33(8):769~783

[18]Shimamoto T.Confining pressure reduction experiments.Inter.J.Rock Mech.Min.Sci.,1985,22(4):227~236

[19]齐庆新,史元伟,刘天泉.冲击地压粘滑失稳机理的试验研究.煤炭学报,1997,22(2):144~148

[20]尤明庆,华安增.岩石试样的强度准则及内摩擦系数.地质力学学报,2001,7(1):53~60

[21]Swanson S R,Brown W S.An observation of loading path independence of fracture in rock.Inter.J.Rock Mech.Min.Sci.,1971,8(3):227~231

[22]尤明庆,华安增.应力路径对岩样强度的影响.岩土工程学报,1998,20(5):101~104

[23]葛修润,卢应发.循环载荷作用下岩石疲劳破坏和不可逆变形问题的探讨.岩土工程学报,1992,14(3):56~61

[24]耿乃光,许东俊.最小主应力减小引起岩石破坏时中间主应力的影响.地球物理学报,1985,28(2):191~196

[25]许东俊,耿乃光.中等主应力变化引起的岩石破坏与地震.地震学报,1984,6(2):159~165

[26]You M,Hua A,Li S.Effect of loading path on supporting capacity and deformation property of specimen.In:Frontiersof Rock Mechanics and Sustainable Development in the 21st Century(2001 ISRM and 2nd ARMS).Netherlands:A A Balkema,2001.55~59

[27]周小平,哈秋舲,张永兴等.峰前围压卸荷条件下岩石的应力-应变全过程分析和变形局部化研究.岩石力学与工程学报,2005,24(18):3236~3245

[28]陈忠辉,林忠明,谢和平.三维应力状态下岩石损伤破坏的卸荷效应.煤炭学报,2004,29(1):31~35

[29]任建喜,葛修润,蒲毅彬等.岩石卸荷损伤演化机理CT 实时分析初探.岩石力学与工程学报,2000,19(6):697~701

[30]徐松林,吴文,王广印等.大理岩等围压三轴压缩全过程研究Ⅰ:三轴压缩全过程和峰前、峰后的卸围压全过程实验.岩石力学与工程学报,2001,20(6):763~767

[31]尤明庆.复杂路径下岩样的强度、变形特性.岩石力学与工程学报,2002,21(1):23~28

[32]尤明庆,勾攀峰.岩样三轴压缩的对角破坏和残余承载能力.矿山压力与顶板管理,2002,19(1):98~100

[33]尤明庆,苏承东,徐涛.岩石试样的加载卸载过程及杨氏模量.岩土工程学报,2001,23(5):588~592

[34]Tadokoro K,Ando M.Evidence for rapid fault healing derived from temporal changes in S wave splitting.Geophys.Res.Let.,2002,29(10):1029

[35]Li Y G,Vidale J E,Day S M et al.Postseismic fault healing on the rupture zone of the 1999 M 7.1 Hector Mine,California earthquake Bull.Seism.Soc.Am.,2003,93:854~869

[36]Marone C.Laboratory-derived friction laws and their application to seismic faulting.Annu.Rev.Earth Planet.Sci.,1998,26:643~696

[37]Bos B,Spiers C J.Fluid-assisted healing processes in gouge-bearing faults:Insights from experiments on a rock analogue system.Pure Appl.Geophys.,2002:2537~2566

[38]Yasuhara H,Marone C,Elsworth D.Fault zone restrengthening and frictional healing:the role of pressure.Journal ofGeophysical research,110,B06310,doi:10.1029/2004JB003327

[39]Schenk O,Urai J L,Evans B.The effect of water on recrystallization behavior and grain boundary morphology in calcite observations of nural marble mylonites.Journal of Structural Geology,2005,27(10):1856~1872

[40]王仁.塑性力学基础.北京:科学出版社.1982.2~5

[41]杨显杰,罗艳,高庆,蔡力勋,刘宇杰.循环软化45 碳钢和循环硬化304 不锈钢的棘轮行为实验研究.固体力学学报,2005,26(2):125~131

[42]尤明庆,苏承东.大理岩试样循环加载强化作用的试验研究.固体力学学报,2007,28(印刷中)

[43]苏承东,杨圣奇.岩样循环加载条件下强度和变形特征试验.河海大学学报,2006,34(6):667~671

[44]尤明庆.两种晶粒大理岩力学性质的研究.岩土力学,2005,26(1):91~96

[45]尤明庆.基于粘接、摩擦承载特性对岩石变形破坏的研究.地质力学学报,2005,11(3):288~292

[46]陈颙,黄庭芳.岩石物理学.北京:北京大学出版社,2001.69~84

[47]葛修润,蒋宇,卢允德等.周期荷载作用下岩石疲劳变形特性试验研究.岩石力学与工程学报,2003,22(10):1581~1585

[48]李海波,赵坚,李俊如等.基于裂纹扩展能量平衡的花岗岩动态本构模型研究.岩石力学与工程学报,2003,22(10):1683~1688

[49]谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则.岩石力学与工程学报,2005,24(17):3003~3010

[50]蔡美峰,王金安,王双红.玲珑金矿深部开采岩体能量分析与岩爆综合预测.岩石力学与工程学报,2001,20(1):38~42

[51]Hua A,You M.Rock failure due to energy release during unloading and application to underground rock burst control.Tunneling and Underground Space Technology,2001,16:242~246

[52]尤明庆,华安增.岩石试样破坏过程的能量分析.岩石力学与工程学报,2002,21(6):778~781

[53]尤明庆,华安增,李玉寿.缺陷岩样的强度和变形特性.岩土工程学报,1998,20(2):98~102

王宝军的代表性文章、论著

[1] Wang Baojun, Shi Bin, Hilary I. Inyang. 2008. GIS-Based Quantitative Analysis of Orientation Anisotropy of Contaminant Barrier Particles Using Standard Deviational Ellipse,Soil and Sediment Contamination, 2008, 17(4) : 437-447.【SCI】【EI】[2] Bao-jun Wang, Ke Li, Bin Shi, Guang-qin Wei. 2008. Test on application of distributed fiber optic sensing technique into soil slope monitoring,Landslides,DOI 10.1007/s10346-008-0139-y.【SCI】[3] 王宝军, 施斌, 宋震. 2008. 基于GIS与虚拟现实的三维地质建模,岩石力学与工程学报, 增2(27):3553-3563.(Method of 3D Geological Model Based on GIS and VRML, Chinese Journal of Rock Mechanics and Engineering, 2008, supp.2(27):3553-3563)【EI】[4] 王宝军, 施斌, 蔡奕, 唐朝生.2008. 基于GIS的黏性土SEM图像三维可视化与孔隙度计算, 岩土力学, 29(1):251-255. (3D visualization and porosity computation of clay soil SEM image by GIS,Rock and Soil Mechanics, 2008, 29(1): 251-255)【EI】[5] C.S Tang, B. Shi, C. Liu, L.Z. Zhao, B.J. Wang. 2008. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils,Engineering Geology, 2008, 101(3-4):204-217.【SCI】【EI】[6] 刘春, 王宝军, 施斌, 唐朝生.2008. 基于数字图像识别的岩土体裂隙形态参数分析方法, 岩土工程学报,(9): 1384-1388.(The analysis method of Morphological parameters of rock and soil crack based on image processing and recognition, Chinese Journal of Geotechnical Engineering, 2008,(9): 1384-1388)【EI,一级】[7] 施斌, 王宝军, 张巍, 徐洁. 2008. 汶川地震次生地质灾害分析与灾后调查, 高校地质学报, 2008, 14(3):387-394. (Survey and Analysis of Secondary Geological Hazards after Wenchuan Earthquake, Geological Journal China University, 2008,14(3):387-394)【核心】[8] 唐朝生, 施斌, 王宝军. 2008. 基于SEM土体微观结构研究中的影响因素分析,岩土工程学报, 30(4): 560-565. (Factors affecting analysis of soil microstructure using SEM, Chinese Journal of Geotechnical Engineering, 2008, 30(4):560-565) 【EI,一级】[9] 隋海波,施斌,张丹,王宝军,魏广庆,朴春德,基于BOTDR的锚杆拉拔试验研究,岩土工程学报,2008,30(5):755-759(BOTDR-based pull out tests on anchor bolts,Chinese Journal of Geotechnical Engineering,2008,30(5):755-759.)【EI,一级】[10] 隋海波, 施斌, 张丹, 王宝军, 魏广庆, 朴春德.2008. 地质和岩土工程光纤传感监测技术综述, 工程地质学报, 16(1): 135-143.(Review on fiber optic sensor-based monitoring techniques for geological and geotechnical engineering, Journal of Engineering Geology, 2008,16(1):135-143)【核心】[11] 隋海波, 施斌, 张丹, 王宝军, 魏广庆, 朴春德. 2008. 边坡工程分布式光纤监测技术研究, 岩石力学与工程学报, 27(supp.2):3725-3731.(Study on Distributed Optical Fiber Sensor-based Monitoring for Slope Engineering, Chinese Jounal of Rock Mechanics and Engineering, 2008, 27(supp.2):3719-3725)【EI】[12] 朴春德, 施斌, 朱友群, 魏广庆, 王宝军. 2008. 钻孔灌注桩压缩变形BOTDR分布式检测, 水文地质工程地质(4): 80-83(Distributed monitoring of bored pile compression deformation based on BOTDR,Hydrogeology & Engineering Geology,2008(4):80-83) 【核心】[13] 隋海波, 施斌, 张丹, 魏广庆, 朴春德, 王宝军. 2008. 基坑工程BOTDR分布式光纤监测技术研究, 防灾减灾工程学报, 28(2):184-191.(Distributed Optical Fiber Sensor-based Monitoring for Foundation Pit Engineering,Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(2):184-191) 【核心】[14] 王宝军; 施斌; 唐朝生;基于GIS实现黏性土颗粒形态的三维分形研究,岩土工程学报, 2007,29(2):309-312.(Study on 3D fractal dimension of clayey soil by use of GIS,Chinese Journal of Geotechnical Engineering, 2007,29(2):309-312.)【EI,一级】[15] 王小明; 王宝军; 施斌; 张大祥; GIS支持下工程勘察信息管理系统设计与实现,工程勘察, 2007(2):1-9.(Design of the Information Management System for Geotechnical Investigation and Surveying Based on GIS and Its Realization ,Geotechnical Investigation & Surveying, 2007(2):1-9.)【核心】[16] 王小明; 王宝军; 施斌;基于GIS的可视化土质边坡稳定性分析系统研究,防灾减灾工程学报, 2007,27(3):363-376.(Research of the Visualization System for Soil Slope Stability Analysis Based on GIS,Journal of Disaster Prevention and Mitigation Engineering, 2007,27(3):363-376.)【核心】[17] 唐朝生,施斌,刘春,王宝军,高玮, 黏性土在不同温度下干缩裂缝的发展规律及形态学定量分析,岩土工程学报, 2007, 29(5):743-749.(Developing law and morphological analysis of shrinkage cracks of clayey soil under different temperatures,Chinese Journal of Geotechnical Engineering,2007,29(5):743-749)【EI,一级】[18] 唐朝生,施斌,刘春,王宝军,影响黏性土表面干缩裂缝结构形态的因素及定量分析, 水利学报, 2007, 38(10): 1185-1193 (Factors affecting the surface cracking in clay due to drying shrinkage, Journal of Hydraulic Engineering, 2007,38(10): 1185-1193.) 【EI,一级】[19] 陈峰军; 施斌; 黄河; 王宝军;生态土壤稳定剂对土质边坡稳定性影响的数值分析,防灾减灾工程学报,2007,27(3):302-306.(Numerical Analysis of Ecotype Soil Stabilizer Effect on Soil Slope Stability,Journal of Disaster Prevention and Mitigation Engineering,2007,27(3):302-306.)【核心】[20] 熊孝波,桂国庆,许建聪,王宝军,童立元,肖泽阳,可拓工程方法在地下工程岩爆预测中的应用, 解放军理工大学学报(自然科学版),2007,8(6):695-701.( Application of extension method to p re diction of rockburst of underground engineering, Journal of PLA University of Science and Technology, 2007,8(6):695-701.) 【EI】[21] 张巍,施斌,索文斌,蔡奕,王宝军,冻土瞬态温度场的分布式光纤监测方法及应用,岩土工程学报,2007,29(5):723-728.(Monitoring and application of distributed optical fiber sensors in transient temperature field of frozen soil,Chinese Jounal of Geotechnical Engineering,2007,29(5):723-728.)【EI,一级】[22] Chao-Sheng Tang, Baojun Wang,Wei Gao,Bin Shi. Analysis of information management for large-scale bridge construction. The 10th IAEG Congress, Nottingham, United Kingdom, September 6-10, 2006. 【国际会议】[23] Yi Cai, Bin Shi, Chaosheng Tang, Baojun Wang. Pilot study on the mechanical behaviour of soil with inclusion of polypropylene fibre and lime. The 10th IAEG Congress, Nottingham, United Kingdom, 6-10 September, 2006. 【国际会议】[24] 索文斌; 王宝军; 施斌; 刘杰;基于GIS的大型工程分布式光纤传感监测系统研究,水文地质工程地质, 2005,32(4):88-92. (Research on large engineering monitoring system using distributed optical fiber sensor based on GIS,Hydrogeology and Engineering Geology, 2005,32(4):88-92.)【核心】[25] 姜洪涛; 王宝军;基于GIS的工程地质环境评价系统分析,防灾减灾工程学报,2005,25(4):451-457.(Analysis on the Assessment System of GIS-Based Engineering Geological Environment Journal of Disaster Pnevention and Mitigation Engineering,2005,25(4):451-457.)【核心】[26] 孙伟晔; 王宝军; 施斌; 周汇光. GPS、GIS在公路网规划中的应用, 桂林工学院学报, 2005,25(2):169-172.(Application of GPS and GIS in Highway Network Planning, Journal of Guilin Institute of Technology, 2005,25(2):169-172.)【核心】[27] 赵德君; 王宝军;任意地质图剖面生成的方法探讨,西部探矿工程,2005,106(3):91-92.(Discussion on Resulting Method of Arbitrary Geological Profile,West-china Exploration Engineering,2005,106(3):91-92.)[28] 蔡奕; 施斌; 刘志彬; 唐朝生; 王宝军;团聚体大小对填筑土强度影响的试验研究,岩土工程学报,2005,27(12):1482-1486.(Experimental study on effect of aggregate size on strength of filled soils,Chinese Jounal of Geotechnical Engineering,2005,27(12):1482-1486.)【EI,一级】[29] 王宝军; 施斌; 刘志彬; 蔡奕;基于GIS的黏性土微观结构的分形研究,岩土工程学报,2004,26(2):244-247(Fractal study on microstructure of clayey soil by GIS,Chinese Journal of Geotechnical Engineering,2004,26(2):244-247)【EI,一级】[30] 王宝军; 施斌; 周汇光; 蔡奕,GIS在边坡有限元数值分析前处理中的应用,高校地质学报,2004,10(1):128-133. (GIS and Pre-Process of Finite Element Method for Slope Stability Analysis ,Geological Journal of China Universities,2004,10(1):128-133.)【核心】[31] 刘义怀; 王宝军; 吉林; 施斌; 蔡奕, 大型桥梁工程勘察信息管理剖析, 南京大学学报(自然科学版),2004,40(6),:769-776.(Analysis of Information Management for Engineering Investigation and Surveying of the Large-scale Bridges,Journal of Nanjing University (Natural Sciences), 2004,40(6):769-776.)【核心】[32] 周汇光; 王宝军; 施斌; 基于GIS的大型桥梁工程勘察信息管理系统设计,桂林工学院学报, 2004,Vol24(2),pp:172-176.(GIS based design of information management system investigation for large bridge engineering,Journal of Guilin Institute of Technology,2004,24(2):172-176.)【核心】[33] 刘志彬, 施斌, 王宝军, 2004. 改性膨胀土微观孔隙定量研究, 岩土工程学报, 26(4):526-530.(Quantitative research on micropores of modified expansive soils,Chinese Jounal of Geotechnical Engineering, 2004, 26(4):526-530)【EI,一级】[34] 邵莉, 施斌, 王宝军, 祁长青,周汇光. 2004. 基于GIS确定性模型的土体边坡稳定性评估研究, 工程勘察,(2):1-7. (Study on Stability Evaluation of Soil Slope by Using GIS-based Deterministic Model, Geotechnical Investigation and Surveying, 2004(2):1-7)【核心】[35] Cai Yi, Shi Bin, Jiang Hongtao, Wang Baojun, Zhou Huiguang, and Sun Weiyi,A study on information management and aided decision making system for large-scale engineering geological survey (in Italia 2004; 32nd international geological congress; abstract, Anonymous,),International Geological Congress, Abstracts = Congres Geologique International, Resumes (August 2004), 32, Part 1 482【国际会议】[36] Liu Zhibin, ShiBin, Wang Baojun, Determination of the optimum magnification about soil SEM images for morphological fractal research, IS-Osaka 2004, Japan. 【国际会议】[37] 王宝军,周汇光,孙伟晔,蔡奕,邵莉,滞洪区安全滞洪GIS管理剖析,水文地质工程地质,2003,Vol(4):46-49. (Application of GIS in safe flood detention zone, Hydrogeology and Engineering Geology, 2003, Vol(4): 46-49)【核心】[38] 王波, 施斌, 王宝军, 贾学天. 2003. 利用WEB GIS建立城市地下管线管理系统, 水文地质工程地质,(5):71-74. (Establishing urban underground pipeline management, Hydrogeology and Engineering Geology, 2003, (5):71-74)【核心】[39] 蔡奕, 王宝军, 施斌, 方海东. 2002. GIS环境下膨胀土胀缩等级的模糊数学判别, 工程勘察, 2:1-4.(Determination of Expansive Soil Grades Using Fuzzy method in GIS Environment, Geotechnical Investigation & Surveying, 2002, 2:1-4)【核心】[40] 方海东, 刘义怀, 施斌, 吴振君, 王宝军. 2002. 三维地质建模及其工程应用,水文地质工程地质, 3:52-55. (3D geoscience modeling and its engineering application, Hydrogeology and Engineering Geology, 2002, 3:52-55)【核心】[41] Shi Bin, Hua Jianwei, Wang Baojun, Jiang Hongtao, Wu Zhishen Environmental Geotechnical Problems of Municipal Sanitary Landfills in the East-South of China, the 6th International Symposium on Environmental Geotechnology and Global Sustainable Development, Seoul, Korea, July 2-5, 2002. 【国际会议】[42] Bin Shi, Yi Cai, Baojun Wang, Hongtao Jiang and Li Shao, Determination of Expansive Soil Grades Using Fuzzy method in GIS Environment, Proc. Of 9th IAEG, South Africa, Sept, 2002【国际会议】[43] 方海东, 施斌, 王宝军. 2001.GIS在环境岩土工程中应用的回顾与展望, 桂林工学院学报, (21)4:371-375.(Review and prospect of GIS application in environmental geotechnology, Journal of Guilin Institute of Technology, 2001,(21)4: 371-375) 【核心】[44] Baojun Wang, Bin shi, Ling Zhang. 2001. Liquefaction Analysis by GIS Method, Proceedings of the third international conference on soft soil engineering, 6-8 Dec. Hong Kong: 165-168. 【ISTP】[45] 张凌, 施斌, 王宝军. 2000. GIS环境中砂土液化评价方法, 水文地质工程地质, 5:15-16.(Evolution method of liquefaction in GIS environment, Hydrogeology and Engineering Geology, 2000, 5:15-16) 【核心】[46] 施斌, 姜洪涛, 王宝军, 张凌. 2000. 工程粘性土微观结构分析技术, 工程地质学报,增刊: 379-381. (Analysis technique of engineering clayey soil micrestructure, Journal of engineering geology, 2000, supp:379-381)【核心】[47] Wang Baojun, Shi Bin, and Zhang Ling, The Fractal Dimensions of the Expansive Mudstone in the Process of Swelling and shrinking, Proceedings of the International Symposium on High Altitude & Sensitive Ecological Environmental Geotechnology,, Nanjing University Press, 2000,pp228-235. 【国际会议】[48] 王宝军, 陈征宙, 李清波, 王勇强. 1999. 黄河小浪底斜坡变形的“反叠瓦”式构造机制研究, 高校地质学报, 5(1): 100-104. (Study of mechanisms of the “over-covered titles” structure in slope deformation of Xiao Langdi of Yellow river, Geological Journal China University, 1999, 5(1):100-104)【核心】[49] B.Shi,Z.Wu,H.Inyang,J.Chen,B.Wang.1999. Preparation of soil specimens for SEM analysis using freeze-cut-drying, Bulletin of engineering geology and environment,58:1-7. 【核心】[50] 张凌, 王宝军, 施斌. 1999. 土粒度分维的确定方法探讨,水文地质工程地质, (26)5:43-45. (Discussion of methods for soil grain size fractal, Hydrogeology and Engineering Geology, 1999, (26)5:43-45)【核心】[51] Shi B.,Jiang H.T., Zhang L. And Wang B.J., Microstructural Analysis Techniques for Engineering Clayey Soils, Proceedings of Second China-Japan Joint Symposium on recent Development of Theory and Practice in Geotechnology, Dec. 9-10,1999, pp361-372. 【国际会议】[52] 王宝军,施斌,名胜古迹破坏的环境岩土工程研究,环境保护科学,沈阳,1997,23(5):33-35.[53] 施斌,王宝军,宁文务.各向异性粘性土蠕变的微观力学模型,岩土工程学报,1997,(19)3:7-13. 【EI,一级】[54] Shi Bin, Wang Baojun,Li Qi and Jiang Hongtao, Quantification of microstructure of fine grained soil, Proceedings of the 30th IGC, Vol.23-Engineering Geology,1997,pp277-284. 【国际会议】[55] Li Shenglin, Shi Bin, Du Yanjun, Li Qi and Wang Baojun, On the internal factors for controlling the swelling-shrinkage of expansive soil, Proceedings of the 30th IGC, Vol.23-Engineering Geology,1997. 【国际会议】[56] 施斌,李立,姜洪涛,王宝军,DIPIX 图像处理系统在土体微结构定量研究中的应用,南京大学学报(自然版),1996,(32)2:275-280. 【核心】[57] Shi Bin, Wang Baojun, Jiang Hongtao. “Quantitative Appraisal on the Microstructure of Compacted Clayey Soils,” Chinese Science Bulletin, 1996,(41)11:925-929. 【SCI】[58] 施斌,王宝军,姜洪涛. 击实粘性土微观结构特性的定量评价,科学通报,1996,(41)5:438-441. 【SCI】[59] Shi Bin, Wang Baojun, and Jiang Hongtao,Quantitative analyses on the microstructures of compacted expansive soil (in 30th international geological congress; abstracts, Anonymous,),International Geological Congress, Abstracts--Congres Geologique Internationale, Resumes (1996), 30, Vol. 3 381【国际会议】[60] Shi Bin, Li Qi, Salah Bishir, Wang Baojun, and Wang Youcheng,Environmental-geotechnical properties of soils contaminated by waste alkaline liquor from paper mills (in Environmental geotechnology; proceedings of the 3rd international symposium),Environmental Geotechnology. Proceedings of the ... International Symposium (1996), 3, Vol. 1 239-245【国际会议】[61] Shi Bin et al, Treatment of Soft Foundation of Expressway to New Nanjing Airport, Proceedings of 2nd International Conference on Soft Soil Engineering, Nanjing, May 27-30, 1996. 【国际会议】[62] ShiBin, Wang Baojun, Progress in Studies on the Engineering Geology of Expansive Soils in China, Proc. Of 30th International Geological Congress. Beijing, China, Aug.4-14,1996【国际会议】[63] Shi Bin, LiQi, WangBaojun,On the International Factors for Controlling the Swelling-shrinkage soil, Proc. Of 30th International Geological Congress, Beijing, China, Aug.4-14,1996; 【国际会议】

参考文献

[1]Fairhurst C.On the validity of the“Brazilian”test for brittle material.Inter.J.Rock Mech.Min.Sci.,1964,1(4):535~546

[2]山口梅太郎.花こぅ岩の强度试验にぉける试验片の数につぃて.材料,1966,16(160):520~528

[3]Bieniawski Z T,Hawkes I.Suggested methods for determining tensile strength of rock materials.Inter.J.Rock Mech.Min.Sci.,1978,15(1):99~103

[4]Shetty D K.Mixed-mode fracture in biaxial stress state:Application of the diametric compression(Brazilian Disk)test.Engineering Fracture Mechanics,1987,26(6):825~840

[5]Newman D A,Bennett D G.Effect of specimen size and stress rate for the Brazilian test:A statistical analysis.RockMechanics and Rock Engineering,1990,23(2):123~134

[6]何满潮,胡江春,熊伟等.岩石抗拉强度特性的劈裂试验分析.矿业研究与开发,2005,25(2):12~16

[7]张少华,缪协兴,赵海运.试验方法对岩石抗拉强度测定的影响.中国矿业大学学报,1999,(5):243~247

[8]陈卫忠,罗超文.万家寨引黄工程总干一、二级泵站水力劈裂试验.岩土力学,2001,22(1):26~28

[9]王华宁,吕爱钟.立方体劈裂抗拉强度的复变函数解.2001,23(1):27~30

[10]朱万成,冯丹,周锦添等.圆环试样用于岩石间接拉伸强度测试的数值试验.东北大学学报(自然科学版),2004,25(9):899~902

[11]中华人民共和国建设部.工程岩体试验方法标准.北京:中国计划出版社.1999.20

[12]中华人民共和国水利部.水利水电工程岩石试验规程.北京:水利水电出版社,2001.32~33

[13]黄世衡译(山口梅太郎,西松裕一著).岩石力学基础.北京:冶金工业出版社,1982.128~130

[14]Hudson J A,Brown E T,Rummel F.The controlled failure of rock discs and rings loaded in diametral compression.Inter.J.Rock Mech.Min.Sci.1972,9(2):241~248

[15]Butenuth C,de Freitas M H,Al-Samahiji D,et al.Technical Note.Observations on the measurement of tensile strength using the hoop test.Inter.J.Rock.Mech.Sci.,1993,30(2):157~162

[16]Sundaram P N,Corrales J M.Brazilian tensile strength of rocks with different elastic properties in tension and compression.Inter.J.Rock Mech.Min.Sci.1980,17:131~133

[17]Wang Q Z,Xing L.Determination of fracture toughnessKICby using the flattened Brazilian disk specimen for rocks.Eng.Fract.Mech.,1999,64(2):193~201

[18]王启智,贾学明.平台巴西圆盘试样确定脆性岩石的弹性模量、拉伸强度和断裂韧度——第一部分:解析和数值结果.岩石力学与工程学报,2002,21(9):1285~1289

[19]徐芝纶.弹性力学(上册).北京:人民教育出版社,1979.283~285

[20]Cauwelleart F V,Eckmann B.Indirect tensile test applied to anisotropic materials.Mater.Struct.,1994,27(1):54~60

[21]尤明庆,苏承东.平台圆盘劈裂的理论和试验.岩石力学与工程学报,2004,23(1):170~174

[22]王启智,戴峰,贾学明.对“平台圆盘劈裂的理论和试验”一文的回复.岩石力学与工程学报,2004,23(1):175~178

[23]王启智,吴礼舟.用平台巴西圆盘试样确定脆性岩石的弹性模量、拉伸强度和断裂韧度——第二部分:试验结果.岩石力学与工程学报,2004,23(2):199~204

[24]尤明庆,苏承东.平台巴西圆盘劈裂和岩石抗拉强度的试验研究.岩石力学与工程学报,2004,23(18):3106~3112

[25]尤明庆.岩样单轴压缩的失稳破坏和试验机加载性能.岩土力学,1998,19(3):43~49

[26]Chau K T,Wei X X.A three-dimensional analytic solution for the brazilian test.In:Frontiers of Rock Mechanics and Sustainable Development in the 21st Century(2001 ISRM and 2nd ARMS).Netherlands:A A Balkema,2001.141~144

[27]喻勇.质疑岩石巴西圆盘拉伸强度试验.岩石力学与工程学报,2005,24(7):1150~1157

[28]喻勇,陈平.岩石巴西圆盘试验中的空间拉应力分布.岩土力学,2005,26(12):1913~1916

[29]Thuro K,Plinninger R J,Zäh S,et al.Scale effects in rock properties(Part1).In:Särkkä & Eloranta(eds.).Rock Mechanics-a challenge for society.Swets& Zeitlinger Lisse,2001.169~174

[30]Yu X,Da Gama C D,Na Y,et al.Deformation behaviour of rocks under compression and direct tension.Journal of The South African Institute of Mining and Metallurgy,2005,105(1):55~62

[31]金丰年,钱七虎.岩石的单轴拉伸及其本构模型.岩土工程学报,1998,20(6):5~8

[32]齐庆新,毛德兵,范绍刚.直接单轴拉伸条件下煤的弹脆塑性分析.见:中国岩石力学与工程学会第七次学术大会论文集.北京:科学技术出版社,2004.181~185

[33]陶纪南.岩石轴向拉伸与劈裂法试验结果的比较分析.金属矿山,1995,(3):28~31

[34]余贤斌,谢强,李心一,等.岩石直接拉伸与压缩变形的循环加载实验与双模量本构模型.岩土工程学报,2005,27(9):988~993

[35]平松良雄,西原正夫,冈行俊.岩石の引张试验に关する检讨.日本矿业会志,1954,70(793):285~289

[36]Coviello A,Lagioia R,Nova R.On the measurement of the tensile strength of soft rocks.Rock Mechanics and RockEngineering.2005,38(4):251~275.DOI 10.1007/s00603-005-0054-7

[37]Jaeger J C.Failure of rocks under tensile conditions.Inter.J.Rock Mech.Min.Sci.,1967,4(2):219~227

[38]Jaeger J C,Hoskins E R.Rock failure under the confined Brazilian test.J.Geophys.Res.1966,71:2651~2659

[39]Hardy H R,Jayaraman N I.An investigation of methods for the determination of the tensile strength of rock.Proc.2ndCongr.Int.Soc.Rock Mech.,1970,3:85~92

[40]ISRM Commission on Testing Methods.Suggest methods for determining tensile strength of rock materials.Inter.J.Rock Mech.Min.Sci.Geomech.Abstr.,1978,15(3):99~103

[41]Okubo F,Fukui K.Complete stress-strain curves for various rock types in uniaxial tension.Inter.J.Rock Mech.Min.Sci.Geomech.Abstr.1996,33(6):549~556

[42]尤明庆.岩石的强度准则及中间主应力的影响.焦作工学院学报,2001,20(6):474~478

[43]周维垣.高等岩石力学.北京:水利电力出版社,1990.20~26

[44]尤明庆.岩石试样的杨氏模量与围压的关系.岩石力学与工程学报,2003,22(1):53~60

[45]Brace W F.Brittle fracture of rocks.In:State of Stress in the Earth’s Crust.Judd W R(Ed.),New York,Elsevier,111~117

[46]Hudson J A,Harrison J P.Engineering Rock Mechanics:An introduction to the principles.New York:Elsevier Science Inc,1997.99

[47]Cristescu N D,Hunsche U.Time effect in rock mechanics.New York:John Wiley & Sons,1998.27~30

[48]Ramsey J M,Chester M F.Hybrid fracture and the transition from extension fracture to shear fracture.Nature,2004,428,63~66.doi:10.1038/nature02333

[49]尤明庆,周少统,苏承东.岩石试样在围压下直接拉伸试验.河南理工大学学报,2006,25(4):255~261

[50]Jaeger J C,Hoskins E R.Stresses and failure in rings of rock loaded in diametral tension or compression.Br.J.Appl.Phys.,1966,17:685~692

[51]尤明庆,邹友峰.岩石材料的非均质性和岩样强度的尺寸效应.岩石力学与工程学报,2000,19(3):391~395

参考文献

[1]尤明庆.岩石的强度准则及中间主应力的影响.焦作工学院学报,2001,(6):474~478

[2]You Mingqing.True triaxial strength criterion of rock.Submitted to Inter.J.Rock Mech.Min.Sci.,2007.

[3]郑颖人,沈珠江.岩土塑性力学原理.重庆:中国人民解放军后勤工程学院出版社,1998.22~25,60~71

[4]Nadai A.Theory of flow and fracture of solids,vol.1,New York:McGraw-Hill.1950

[5]Drucker D C and Prager W.Soil mechanics and plastic analysis or limit design.Quart.Appl.Math,1952.10:157~165

[6]周维垣主编.高等岩石力学.北京:水利电力出版社,1989.54~55,23~25

[7]李世平,吴振业,贺永年等.简明岩石力学教程.北京:煤炭工业出版社,1996.31~32

[8]孙均.地下工程设计理论与实践.上海:上海科学技术出版社,1996.105

[9]姚伟明,李同春,任旭华等.岩石材料包络型复合弹塑性计算模型.岩土工程学报,1999,21(1):95~99

[10]蔡美峰.岩石力学与工程.北京:科学出版社,2002.219~228

[11]徐卫亚,韦立德.岩石损伤统计本构模型的研究.岩石力学与工程学报,2002,21(6):787~791

[12]韦立德,徐卫亚.具有统计损伤的岩石弹塑性本构模型的研究.岩石力学与工程学报,2004,23(12):1971~1975

[13]叶金汉主编.岩石力学参数手册.北京:水利电力出版社,1991.425~501

[14]李春光,郑宏,葛修润等.双参数抛物线型Mohr 强度准则及其材料破坏规律研究.岩石力学与工程学报,2005,24(24):4428~4433

[15]Murrell S A F.A criterion for brittle fracture of rocks and concrete under triaxial and the effect of pore pressure on the criterion.In:Proc.Fifth Rock Mech.Symp.,University of Minnesota,Also in:Fairhurst C.Rock Mechanics.Oxford:Pergamon,1963.563~567

[16]贺永年.关于Griffith 准则的 Murrell 三维推广.力学与实践,1990,12(5):22~24

[17]中国科学院工程力学研究所译(耶格 J C,库克 N G W 著).岩石力学基础.北京:科学出版社,1981.126~129

[18]Mogi K.Fracture and flow of rocks under high triaxial compression,J.geophys.Res.,1971,76:1255~1269

[19]Haimson B.True triaxial stresses and the brittle fracture of rock.Pure and applied geophysics,2006,163:1101~1130

[20]Haimson B,Chang C.A new true triaxial cell for testing mechanical properties of rock,and its use to determine rockstrength and deformability of westerly granite.Inter.J.Rock Mech.Min.Sci.,2000,37:285~296

[21]Chang C,Haimson B C.True triaxial strength and deformability of the KTB deep hole amphibolite.J.Geophys.Res.2000,105:18999~19014

[22]Al-Ajmi A M,Zimmerman R W.Relation between the Mogi and the Coulomb failure criteria.Inter.J.Rock Mech.Min.Sci.,2005,42:431~439

[23]Von Karman T.Festigkeitsversuche unter all seitigem Druck.Z.Verein Deut.Ingr.,1911,55:1749~1759

[24]Böker,R.Die Mechanik der bleibenden Formanderung in kristallinisch aufgebauten Körpern,Verhandl.Deut.Ingr.Mitt.Forsch.,1915,175:1~51

[25]Handin J,Heard H C,Magouirk J N.Effect of the intermediate principal stress on the failure of limestone,dolomite,and glass at different temperature and strain rate.J.Geophys.Res.1967,72:611~640

[26]Mogi K.Effect of the intermediate principal stress on rock failure.J.Geopys.Res.,1967,72:5117~5131

[27]Colmenares L B,Zoback M D.A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks.Inter.J.Rock Mech.Min.Sci.,2002,39(6):695~729

[28]Emmermann R,Lauterjung J.The German continental deep drilling program KTB:Overview and major results.J.Geophys.Res.,1997,102:18179~18201

[29]Brudy M,Zoback M D,Fuchs K,et al.Estimation of the complete stress tensor to8kmdepth in the KTB scientific drill holes:implications for crustal strength,J.Geophys.Res.,1997,102:18453~18475

[30]Vernik L,Zoback M D.Estimation of maximum horizontal principal stress magnitude from stress-induced well bore breakouts in the cajon pass scientific research borehole,J.Geophys.Res.,1992,97:5109~5119

[31]Haimson B,Chang C.True triaxial strength of the KTB amphibolite under borehole wall conditions and its use to estimatethe maximum horizontal in-situ stress,J.Geophys.Res.,2002,107(B10),ETG15:1~14,doi:10.1029/2001JB000647

[32]Yoshinaka R,Yamabe T.A strength criterion of rocks and rock masses.In:Proc.of the Inter.Symp.on Weak Rock,Tokyo,1981.613~618

[33]刘宝琛,崔志莲,涂继飞.幂函数型岩石强度准则研究.岩石力学与工程学报,1997,16(5):437~444

[34]尤明庆.岩石的强度和强度准则.岩石力学与工程学报,1998,17(5):602~604

[35]张金铸,林天健.三轴试验中岩石的应力状态和破坏性质.力学学报,1979,(2):99~105

[36]Mogi K.Effect of the triaxial stress systems on the failure of dolomite and limestone.Tectono-physics,1971,11:111~127

[37]Mogi K.Fracture and flow of rocks.Tectono-physics,1972,13:541~568

[38]许东俊,耿乃光.中等主应力变化引起的岩石破坏与地震.地震学报,1984,6(2):159~165

[39]Brace W F.Brittle fracture of rocks.IN:Judd W R.State of stress in the earth’s crust.New York:Eleviser,1964.111~174

[40]Brown E T.Fracture of rock under uniform biaxial compression.In:Proc.3rd congr.Int.Soc.Rock Mech.Denver,1974,2A,111~117

[41]Chang C,Haimson B.Two distinct modes of compressive failure in rocks.IN:Elsworth D,Tinucci J,Heasley K.Rock Mechanics in the National Interest(Vol II).Netherlands:A A Balkema,2001.1251~1258

[42]Kim M K,Lade P V.Modeling rock strength in three dimensions.Inter.J.Rock Mech.Min.Sci.,1984,21(1):21~33

[43]Wiebols G A,Cook N G W.An energy criterion for the strength of rock in polyaxial compression.Inter.J.Rock Mech.Min.Sci.,1968,5:529~549

[44]Zhou S.A program to model the initial shape and extent of borehole breakout.Computers and Geosciences,1994,20:1143~1160

[45]尤明庆.岩石的强度准则和真三轴压缩试验结果的讨论.岩土力学,2007

[46]俞茂宏.双剪理论及其应用.北京:科学出版社,1998

[47]Mao-hong Yu.Advances in strength theories for materials under complex stress state in the 20thCentury.Applied Mechanics Reviews,2002,55(3):169~218

[48]陈秋南,张永兴,刘新荣等.考虑 σ2作用的加筋土挡墙筋材设计计算.岩石力学与工程学报,2006,25(2):241~245

[49]刘国华,王振宇.爆破荷载作用下隧道的动态响应与抗爆分析.浙江大学学报(工学版),2004,38(2):204~209

[50]黄煜镔,朱礼君.三维应力状态下圆筒形巷道塑性区次生应力、半径和位移.地下空间,2004,24(1):5~6

[51]谢兴华,速宝玉,詹美礼.基于应变的脆性岩石破坏强度研究.岩石力学与工程学报,2004,23(7):1087~1090

[52]过镇海.混凝土的强度与变形.北京:清华大学出版社,1997.118~119

[53]Perice F T.Tensile test for cotton yarns vs“the weakest link”.J.Textile Inst.,1926,17.355~368

[54]余寿文,冯西桥.损伤力学.北京:清华大学出版社,1999.37~40,57~58

[55]Kachonov L M.On the time to failure under creep condition.Izv.Akad.Nauk.,USSR.Otd.Tekhn.Nauk.1958,8:26~31

[56]Lemaitre J.Evaluation of dissipation and damage in metals submitted to dynamic loading.In:Proceedings of ICM-1,Kyoto,1971

[57]Hudson J A,Harrison J P.Engineering Rock Mechanics:An introduction to the principles.New York:Elsevier Science Inc,1997.100~101

[58]唐春安.岩石破裂过程中的灾变.北京:煤炭工业出版社,1993

[59]张全胜,杨更社,任建喜.岩石损伤变量及本构方程的新探讨.中国岩石力学与工程学会第七次学术大会论文集.北京:科学技术出版社,2002.147~150

[60]曹文贵,赵明华,刘成学.岩石损伤统计强度理论研究.岩土工程学报,2004,26(6):820~823

[61]周维垣,吴澎,杨若琼.节理岩体的损伤模型.见:中国岩石力学与工程学会教育工作委员会编.岩石力学新进展.沈阳:东北工学院出版社,1989.37~54

[62]Hojem J P M,Cook N G W,Heins C.A stiff,two meganewton testing machine for measuring the“work-softening”behavior of brittle materials.S A Mech.Eng,1975,25:250~270

[63]曹文贵,赵明华,刘成学.基于 Weibull 分布的岩石损伤软化模型及其修正方法研究.岩石力学与工程学报,2004,23(19):3226~3231

[64]曹文贵,赵明华,唐学军.岩石破裂过程的统计损伤模拟研究.岩土工程学报,2003,25(2):184~187

[65]曹文贵,方祖烈,唐学军.岩石损伤软化统计本构模型之研究.岩石力学与工程学报,1998,17(6):628~633

[66]杨强.岩石损伤力学发展现状和面临的问题.见:第七届全国岩石力学与工程会议论文集.北京:科学技术出版社,2002.46~50

[67]黄克智,肖纪美主编.材料的损伤断裂机理和宏微观力学理论.北京:清华大学出版社,1999.序言

[68]尤明庆.岩样单轴压缩的失稳破坏和试验机加载性能.岩土力学,1998,19(3):43~49

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