A damage rheological constitutive model for rocks Click Copy

A damage rheological constitutive model for rocks

References:

[1] 袁 静,龚晓南,益德清.岩土流变模型的比较研究[J].岩石力学与工程学报, 2001, 20(6): 772-779.
YUAN Jing,GONG Xiao-nan,YI De-qing. Comparison study on rheological constitutive models[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(6):772-779.
[2] 焦俊虎,张永波.岩石力学本构模型的研究现状及其进展[J].太原理工大学学报, 2002, 33(6): 653-656.
JIAO Jun-hu, ZHANG Yong-bo. The current research & development of the constitutive model of rock mechanics[J].Journal of Tai Yuan University of Technology,2002,33(6):653-656.
[3] 徐卫亚,杨圣奇,褚卫江.岩石非线性黏弹塑性流变模型(河海模型)及其应用[J].岩石力学与工程学报, 2006,25(3): 433-447.
XU Wei-ya, YANG Sheng-qi, CHU Wei-jiang. Nonlinear viscoelasto-plastic rheological model(hohai model)of rock and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(3):433-447.
[4] 宋德彰,孙 钧.岩质材料非线性流变属性及其力学模型[J].工程力学,1991,8(2):101-109.
SONG De-zhang, SUN Jun. Nonlinear rheological property of rock materials and its mechanical model[J]. Engineering Mechanics,1991,8(2):101-109.
[5] 丁志坤,吕爱钟.岩石粘弹性非定常蠕变方程的参数辨识[J].岩土力学,2004,25(增):37-40.
DING Zhi-kun,LV Ai-zhong. Parameter identification of non-stationary creep equation of rocks[J]. Rock and Soil Mechanics,2004,25(Suppl.):37-40.
[6] 王来贵,何 峰,刘向峰.岩石试件非线性蠕变模型及其稳定性分析[J].岩石力学与工程学报,2004,23(10):1 640-1 642.
WANG Lai-gui,HE Feng,LIU Xiang-feng. Non-linear creep model and stability analysis of rock[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(10):1 640-1 642.
[7] 曹树刚,边 金,李 鹏.岩石蠕变本构关系及改进的西原正夫模型[J].岩石力学与工程学报,2002,21(5):632-634.
CAO Shu-gang,BIAN Jin,LI Peng. Rheologic constitutive relationship of rocks and a modifical model[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(5):632-634.
[8] 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.
DENG Rong-gui,ZHOU De-pei,ZHANG Zhuo-yuan,et al. A new rheological model for rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(6):780-784.
[9] 陈沅江,潘长良,曹 平,等.软岩流变的一种新力学模型[J].岩土力学,2003,24(2):209-214.
CHEN Yuan-jiang,PAN Chang-liang,CAO Ping,et al. A new mechanical model for soft rock rheology[J].Rock and Soil Mechanics,2003,24(2):209-214.
[10] 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.
XU Wei-ya,YANG Sheng-qi,XIE Shou-yi, et al. Investigation on triaxial rheological mechanical properties of greenschist specimen(II):model analysis[J].Rock and Soil Mechanics,2005,26(5):693-698.
[11] Boukharov G N,Chanda M W.Three processes of Brittle Crystalline Rock Creep[J].Int.J.Rock Mech.Min.&Geomech. Abstr.,1995,32(4):325-335.
[12] 宋 飞.石膏角砾岩非线性流变模型研究及有限元分析[D].西安:长安大学, 2006.
SONG Fei.Study on nonlinear rheological model for gypsum breccia and its finite element analyses[D]. Xi'an:Chang'an University, 2006.

Memo

收稿日期:2007-05-10 责任编辑:杨忠民 作者简介:庞桂珍(1954-),女,湖北黄石人,副教授,主要从事旅游地学与地质工程的教学与科研工作.