ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT

ZHANG Yao; XIONG Liang-xiao

Volume 14 Issue 3

Sep. 2008

Turn off MathJax

Article Contents

Article Navigation > Journal of Geomechanics > 2008 > 14(3): 274-285

ZHANG Yao, XIONG Liang-xiao, 2008. ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT. Journal of Geomechanics, 14 (3): 274-285.

Citation:

ZHANG Yao, XIONG Liang-xiao, 2008. ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT. Journal of Geomechanics, 14 (3): 274-285.

Citation:

ZHANG Yao, XIONG Liang-xiao, 2008. ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT. Journal of Geomechanics, 14 (3): 274-285.

PDF( 336 KB)

ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT

ZHANG Yao^{1, 2
,},
XIONG Liang-xiao^{1, 2}

1.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
2.
Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information

Received: 2008-05-10
Published: 2008-09-01

Abstract

Abstract

The development in the rock rheological test has been summarized from uniaxial rheological compression tests, multi-axial rheological compression tests, tensile fractural rheological tests, shear rheological tests of rock masses and structure planes and various influence factors in rheological tests.In addition, the development in the rock rheological model was reviewed from the empirical model, component model, damage and fracture model, endochronic theory-based rheological model and elastic visco-plasticiy model.Finally, several problems on the research are presented with respect to rock rheological mechanics in the future, such as rock nonlinear rheology with the complex stress path, hydromechanical-stress coupling effect and anisotropic effect.
- rheological test,
- rheological model,
- nonlinear rheology,
- hydromechanical-stress coupling,
- anisotropy

FullText(HTML)

References(79)

References

[1]	孙钧.岩土材料流变及其工程应用[M].北京:中国建筑工业出版社, 1999.
[2]	杨圣奇. 岩石流变力学特性研究及其工程应用[D]. 南京: 河海大学, 2006. http://cdmd.cnki.com.cn/Article/CDMD-10294-2006044471.htm
[3]	丁秀丽. 岩体流变特性的试验研究及模型参数辨识[D]. 武汉: 中国科学院武汉岩土力学研究所, 2005. http://cdmd.cnki.com.cn/article/cdmd-80005-2006175964.htm
[4]	Griggs, D.T.Creep of rocks[J].Journal of Geology, 1939, 47:225~251. doi: 10.1086/624775
[5]	孙钧.岩石流变力学及其工程应用研究的若干进展[J].岩石力学与工程学报, 2007, 26 (6):1081~1106. doi: 10.3321/j.issn:1000-6915.2007.06.001
[6]	Okubo S, Nishimatsu Y, Fukui K.Complete creep curves under uniaxial compression[J].Int.J.Rock Mech.Min Sci. Geomech.Abstr., 1991, 28 (1):77~82. doi: 10.1016/0148-9062(91)93235-X
[7]	李永盛.单轴压缩条件下四种岩石的蠕变和松弛试验研究[J].岩石力学与工程学报, 1995, 16 (1):39~47. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199500588326
[8]	杨建辉.砂岩单轴受压蠕变试验现象研究[J].石家庄铁道学院院报, 1995, 8 (2):77~80. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199500449976
[9]	徐平, 夏熙伦.三峡工程花岗岩蠕变特性试验研究[J].岩土工程学报, 1996, 18 (4):63~67. doi: 10.3321/j.issn:1000-4548.1996.04.010
[10]	许宏发.软岩强度和弹模的时间效应研究[J].岩石力学与工程学报, 1997, 16 (3):246~251. doi: 10.3321/j.issn:1000-6915.1997.03.007
[11]	王贵君, 孙文若.硅藻岩蠕变特性研究[J].岩土工程学报, 1996, 18 (6):55~60. doi: 10.3321/j.issn:1000-4548.1996.06.009
[12]	沈振中, 徐志英.三峡大坝地基花岗岩蠕变试验研究[J].河海学报, 1997, 25 (2):1~7. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199700220128
[13]	张学忠, 王龙, 张代钧, 等.攀钢朱矿东山头边坡辉长岩流变特性试验研究[J].重庆大学学报, 1999, 22 (5): 99~103. http://d.old.wanfangdata.com.cn/Periodical/cqdxxb199905019
[14]	朱定华, 陈国兴.南京红层软岩流变特性试验研究[J].南京工业大学学报, 2002, 24 (5):77~79. doi: 10.3969/j.issn.1671-7627.2002.05.017
[15]	赵永辉, 何之民, 沈明荣.润扬大桥北锚碇岩石流变特性的试验研究[J].岩土力学, 2003, 24 (4):583~586. doi: 10.3969/j.issn.1000-7598.2003.04.020
[16]	李化敏, 李振华, 苏承东.大理岩蠕变特性试验研究[J].岩石力学与工程学报, 2004, 23 (22):3745~3749. doi: 10.3321/j.issn:1000-6915.2004.22.001
[17]	范庆忠, 高延法.分级加载条件下岩石流变特性的试验研究[J].岩土工程学报, 2005, 27 (11):1273~1276. doi: 10.3321/j.issn:1000-4548.2005.11.008
[18]	姜永东, 鲜学福, 熊德国, 等.砂岩蠕变特性及蠕变力学模型研究[J].岩土工程学报, 2005, 27 (12):1478~1481. doi: 10.3321/j.issn:1000-4548.2005.12.021
[19]	袁海平, 曹平, 许万忠, 等.岩石粘弹塑性本构关系及改进的Burgers蠕变模型[J].岩土工程学报, 2006, 28 (6):796~799. doi: 10.3321/j.issn:1000-4548.2006.06.024
[20]	崔希海, 付志亮.岩石流变特性及长期强度的试验研究[J].岩石力学与工程学报, 2006, 25 (5):1021~1024. doi: 10.3321/j.issn:1000-6915.2006.05.025
[21]	李晓. 岩石峰后力学特性及其损伤软化模型的研究与应用[D]. 徐州: 中国矿业大学, 1995. http://www.wanfangdata.com.cn/details/detail.do?_type=degree&id=Y181737
[22]	Fujii Y, Kiyama T, Ishijima Y, Kodama J.Cicumferential strain behavior during creep tests of brittle rocks[J].Int J Rock Mech Min Sci, 1999, 36:323~337. doi: 10.1016/S0148-9062(99)00024-8
[23]	Maranini E, Brignoli M.Creep behaviour of a weak rock:experimental characterization[J].Int J Rock Mech Min Sci, 1999, 36 (1):127~138. doi: 10.1016/S0148-9062(98)00171-5
[24]	彭苏萍, 王希良, 刘咸卫, 等."三软"煤层巷道围岩流变特性试验研究[J].煤炭学报, 2001, 26 (2):149~152. doi: 10.3321/j.issn:0253-9993.2001.02.010
[25]	赵法锁, 张伯友, 彭建兵, 等.仁义河特大桥南桥台边坡软岩流变性研究[J].岩石力学与工程学报, 2002, 21 (10):1527~1532. doi: 10.3321/j.issn:1000-6915.2002.10.019
[26]	陈渠, 西田和范, 岩本健, 等.沉积软岩的三轴蠕变实验研究及分析评价[J].岩石力学与工程学报, 2003, 22 (6):905~912. doi: 10.3321/j.issn:1000-6915.2003.06.005
[27]	万玲. 岩石类材料粘弹塑性损伤本构模型及其应用[D]. 重庆: 重庆大学博士论文, 2004. http://cdmd.cnki.com.cn/article/cdmd-10611-2004127263.htm
[28]	张向东, 李永靖, 张树光, 等.软岩蠕变理论及其工程应用[J].岩石力学与工程学报, 2004, 23 (10):1635~1639. doi: 10.3321/j.issn:1000-6915.2004.10.008
[29]	刘建聪, 杨春和, 李晓红, 等.万开高速公路穿越煤系地层的隧道围岩蠕变特性的试验研究[J].岩石力学与工程学报, 2004, 23 (22):3794~3798. doi: 10.3321/j.issn:1000-6915.2004.22.011
[30]	徐卫亚, 杨圣奇, 谢守益, 等.绿片岩三轴流变力学特性的研究(Ⅱ):模型分析[J].岩土力学, 2005, 26 (5):693~698. doi: 10.3969/j.issn.1000-7598.2005.05.004
[31]	冒海军, 杨春和, 刘江, 等.板岩蠕变特性试验研究与模拟分析[J].岩石力学与工程学报, 2006, 25 (6): 1204~1209. doi: 10.3321/j.issn:1000-6915.2006.06.018
[32]	杨圣奇, 徐卫亚, 谢守益, 等.饱和状态下硬岩三轴流变变形与破裂机制研究[J].岩土工程学报, 2006, 28 (8):962~969. doi: 10.3321/j.issn:1000-4548.2006.08.007
[33]	范庆忠, 李术才, 高延法.软岩三轴蠕变特性的试验研究[J].岩石力学与工程学报, 2007, 26 (7):1381~1385. doi: 10.3321/j.issn:1000-6915.2007.07.010
[34]	陈有亮, 孙钧.岩石的流变断裂特性[J].岩石力学与工程学报, 1996, 15 (4):323~327. doi: 10.3321/j.issn:1000-6915.1996.04.003
[35]	Sun J, Hu Y Y.Time-dependent effects on the tensile strength of saturated granite at Three Gorges Project in China[J].Int J Rock Mech Min Sci, 1997, 34 (3~4):306~306. doi: 10.1016-S1365-1609(97)00067-1/
[36]	李建林.岩石拉剪流变特性的试验研究[J].岩土工程学报, 2000, 22 (3):299~303. doi: 10.3321/j.issn:1000-4548.2000.03.007
[37]	Wawersik W R. Time-dependent behaviour of rock in compression. In: Advances in Rock Mechanics. Proc. 3rd Congr. Int. Soc. Rock M ech., Denver, Colorado, 1974. 357~363.
[38]	Amadei B, Curran J H. Creep behaviour of rock joints[A]. In: 13th Canadian Rock Mechanics Symposium[C], 1980. 146~150.
[39]	Schwartz C W, Kolluru S. The influence of stress level on the creep of unfilled rock joints[A]. In: U. S Symposium on rock mechanics[C], 1982. 333~340.
[40]	孙钧, 李永盛, 李祥生. 多组节理岩体的流变性质及其粘弹塑性效应[R]. 同济大学, 1984.
[41]	徐平, 夏熙伦.三峡枢纽岩体结构面蠕变模型初步研究[J].长江科学院院报, 1992, 9 (1) :42~46. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK000000022756
[42]	周火明, 徐平, 王复兴.三峡永久船闸边坡现场岩体压缩蠕变试验研究[J].岩石力学与工程学报, 2001, 20 (增刊):1882~1885. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb2001z1062
[43]	沈明荣, 朱根桥.规则齿形结构面的蠕变特性试验研究[J].岩石力学与工程学报, 2004, 23 (2):223~226. doi: 10.3321/j.issn:1000-6915.2004.02.009
[44]	来结合, 张忠亭, 罗居剑, 等. 锦屏水电站绿片岩蠕变特性研究[A]. 见: 第八界全国岩石力学与工程学术大会论文集[C]. 北京: 科学出版社, 2004.
[45]	徐卫亚, 杨圣奇.节理岩石剪切流变特性试验与理论模型研究[J].岩石力学与工程学报, 2005, 24 (增2): 5536~5542. http://cdmd.cnki.com.cn/Article/CDMD-10294-2006044471.htm
[46]	朱合华, 叶斌.饱水状态下隧道围岩蠕变力学性质的试验研究[J].岩石力学与工程学报, 2002, 21 (12):1791~1796. doi: 10.3321/j.issn:1000-6915.2002.12.009
[47]	李铀, 朱维申, 白世伟, 等.风干与饱水状态下花岗岩单轴流变特性试验研究[J].岩石力学与工程学报, 2003, 22 (10):1673~1677. doi: 10.3321/j.issn:1000-6915.2003.10.018
[48]	刘光廷, 胡昱, 陈凤歧, 等.软岩多轴流变特性及其对拱坝的影响[J].岩石力学与工程学报, 2004, 23 (8): 1237~1241. doi: 10.3321/j.issn:1000-6915.2004.08.001
[49]	李铀, 朱维申, 彭意, 等.某地红砂岩多轴受力状态蠕变松弛特性试验研究[J].岩土力学, 2006, 27 (8): 1248~1252. doi: 10.3969/j.issn.1000-7598.2006.08.004
[50]	杨彩红, 王永岩, 李剑光, 等.含水率对岩石蠕变规律影响的试验研究[J].煤炭学报, 2007, 32 (7):695~699. doi: 10.3321/j.issn:0253-9993.2007.07.005
[51]	Bowden P K, Curran J H. Time-dependent behaviour of joints in scale[A]. In: 25th U. S Symposium on rock mechanics, 1984. 320~327.
[52]	Fei Yin. The creep of potash rock from new burnswick[M. S. Thesis][D]. Canada : University of Manitoba, 1998. https://mspace.lib.umanitoba.ca/xmlui/handle/1993/1519
[53]	Malan D F. An investigation into the identification and modeling of time-dependent behaviour of deep level excavations in hard rock [ph. D. Thesis][D]. South Africa : University of Witwatersrand, 1998.
[54]	杨春和, 白世伟, 吴益民.应力水平及加载路径对盐岩时效的影响[J].岩石力学与工程学报, 2000, 19 (3): 270~275. doi: 10.3321/j.issn:1000-6915.2000.03.003
[55]	蔡立盛. 砂岩依时力学特性研究及应用[D]台湾: 国立台湾大学, 2006.
[56]	王金星. 单轴应力下花岗岩蠕变变形特征的试验研究[D]焦作: 焦作工学院, 2000. http://www.wanfangdata.com.cn/details/detail.do?_type=degree&id=Y417731
[57]	付志亮, 高延法, 宁伟, 等.含油泥岩各向异性蠕变研究[J].采矿与工程学报, 2007, 24 (3):353~356. http://d.old.wanfangdata.com.cn/Periodical/ksylydbgl200703022
[58]	Géraldine Fabre, Frédéric Pellet.Creep and time-depenent damage in argillaceous rocks[J].Int J Rock Mech Min Sci, 2006, 43:950~960.
[59]	刘泉生, 许锡昌, 山口勉, 等.三峡花岗岩与温度及时间相关的力学性质试验研究[J].岩石力学与工程学报, 2001, 20 (5):715~719. doi: 10.3321/j.issn:1000-6915.2001.05.023
[60]	高小平, 杨春和, 吴文, 等.盐岩蠕变特性温度效应的实验研究[J].岩石力学与工程学报, 2005, 24 (12): 2054~2059. doi: 10.3321/j.issn:1000-6915.2005.12.009
[61]	宋德彰, 孙钧.岩质材料非线性流变属性及其力学模型[J].同济大学学报, 1991, 19 (4):395~401. http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ199104002.htm
[62]	金丰年, 蒲奎英, 等.关于粘弹性模型的讨论[J].岩石力学与工程学报, 1995, 14 (4):335~361. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199500588344
[63]	邓荣贵, 周德培, 张倬元, 等.一种新的岩石流变模型[J].岩石力学与工程学报, 2001, 20 (6):780~784. doi: 10.3321/j.issn:1000-6915.2001.06.005
[64]	曹树刚, 边金, 李鹏.岩石蠕变本构关系及其改进的西原正夫模型[J].岩石力学与工程学报, 2002, 21 (5): 632~634. doi: 10.3321/j.issn:1000-6915.2002.05.004
[65]	韦立德, 徐卫亚, 朱珍德, 等.岩石粘弹塑性模型德研究[J].岩土力学, 2002, 23 (5):583~586. doi: 10.3969/j.issn.1000-7598.2002.05.012
[66]	张贵科, 徐卫亚.适用于节理岩体德新型黏弹塑性模型研究[J].岩石力学与工程学报, 2006, 25 (增1):2894~2901. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=YSLX2006S1044&dbname=CJFD&dbcode=CJFQ
[67]	徐卫亚, 杨圣奇, 褚卫江.岩石非线性粘弹塑性流变模型(河海模型)及其应用[J].岩石力学与工程学报, 2006, 25 (3):433~447. doi: 10.3321/j.issn:1000-6915.2006.03.001
[68]	陈智纯, 缪协兴, 茅献彪.岩石流变损伤演化方程与损伤参量测定[J].煤炭科学技术, 1994, 22 (8):34~36. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=MTKJ408.009&dbname=CJFD&dbcode=CJFQ
[69]	缪协兴, 陈至达.岩石材料的一种蠕变损方程[J].固体力学学报, 1995, 16 (4):343~346. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=GTLX504.008&dbname=CJFD&dbcode=CJFQ
[70]	杨延毅.裂隙岩体非线性流变性态与裂隙损伤扩展过程关系研究[J].工程力学, 1994, 11 (2):81~90. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199400085200
[71]	凌建明.岩体蠕变裂纹起裂与扩展的损伤力学分析方法[J].同济大学学报, 1995, 23 (2):141~146. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK199500772142
[72]	郑永来, 周澄, 夏颂佑.岩土材料粘弹性连续损伤本构模型探讨[J].河海大学学报, 1997, 25 (2):114~116. doi: 10.3321/j.issn:1000-1980.1997.02.023
[73]	陈卫忠, 朱维申, 李术才.节理岩体断裂损伤耦合的流变模型及其应用[J].水利学报, 1999, 12:33~37. http://d.old.wanfangdata.com.cn/Periodical/slxb199912006
[74]	杨春和, 陈锋, 曾义金.盐岩蠕变损伤关系研究[J].岩石力学与工程学报, 2002, 21 (11):1602~1604. doi: 10.3321/j.issn:1000-6915.2002.11.006
[75]	Cristescu N D. A general constitutive equation for transient and stationary creep of rock salt[J].Int J Rock Mech Min Sci Geomech Abstr, 1993, 30 (2):125~140. http://www.sciencedirect.com/science/article/pii/014890629390705I
[76]	Cristescu N D.A procedure to determine nonassociated constitutive equations for geomaterials[J].Int J of Plast, 1994, 10 (2):103~131. doi: 10.1016/0749-6419(94)90031-0
[77]	Jishan Jin, Cristescu N D.An elastic viscoplastic model for transient creep of rock salt[J].Int J of Plast, 1994, 41 (1~3): 85~107. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=JJ027416406
[78]	Dahou A, Shao J F, Bederiat M.Experimental and numerical investigations on transient creep of porous chalk[J].Mechanics of Materials, 1995, 21:147~158. doi: 10.1016/0167-6636(95)00004-6
[79]	Maranini E, Yamaguchi T.A non-associated viscoplastic model for the behaviour of granite in triaxial compression[J]. Mechanics of Materials, 2001, 33:283~293 http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=JJ027269707

Relative Articles

Supplements(0)

Cited By

Proportional views

Proportional views

Get Citation

PDF

XML

Article Metrics

Article views (414) PDF downloads(30)

ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT

Abstract

References

Proportional views

Catalog

Article Metrics

Proportional views

Related

ROCK RHEOLOGICAL MECHANICS: PRESENT STATE OF RESEARCH AND ITS DIRECTION OF DEVELOPMENT

Abstract

References

Proportional views

Catalog

Article Metrics

Proportional views

Related

Export File

Citation

Format

Content