Study on the Relationship between Parameters of Deterioration Creep Model of Rock under Different Modeling Assumptions

Article Preview

Abstract:

Based on the analysis to the characteristics of two kinds of rock steady creep curves, the nBurgers model that can describe the uniaxial creep properties of rock is presented. Considering the external influences on rock deformation as instantaneous elastic deterioration defined by the reduction of instantaneous elastic modulus and long-term creep deterioration defined by the reduction of long-term creep modulus, kBurgers model with deterioration is presented too. On this basis, three-dimensional model considering the Poisson’s ratio and Bulk modulus as the constant are established separately, and the relationship between their parameters is obtained. Finally, According to a calculation example, the deterioration evolution of model parameters considering water content changing under the assumption of constant bulk modulus is analyzed. In addition, the deterioration evolution equations of instantaneous elastic and long-term creep under the assumption of constant bulk modulus are obtained. It is verified that conversion relationships of model parameters are reasonable.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2571-2580

Citation:

Online since:

May 2011

Export:

Price:

[1] Sun Jun. Rheological properties of geotechnical materials and its application. Beijin: China Building Industry Press, 1999. (in Chinese)

Google Scholar

[2] ZHU BO-FANG. THE STRESSES AND DEFORMATIONS IN THE NONHOMO-GENEOUS VISCO-ELASTIC MEDIA UNDERMIXED BOUNDARY CONDITIONS[J]. Acta Mechanica Sinica, 1964, 7(2):162-167. (in Chinese)

Google Scholar

[3] HUANG Xiaohua, FENG Xiating, CHEN Bingrui, HUANG Shuling. DISCUSSION ON PARAMETERS DETERMINATION OF VISCOELASTIC MODEL IN CREEP TEST[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1226-1231. (in Chinese)

Google Scholar

[4] XU Ping, LI Yun-peng, DING Xiu-li, WANG Zhi-yin. Secondary development and application of visco-elastic constitutive model in FLAC~(3D) software[J]. Journal of Yangtze River Scientific Research Institute, 2004,21(2):10-13. (in Chinese)

Google Scholar

[5] HUANG Xiaohua, FENG Xiating. RELATION BETWEEN OPERATOR SUBSTITUTION OF VISCOELASTIC BODY AND ELASTO-VISCOELASTIC CORRESPONDENCE PRINCIPLE WITH CONSTANT POISSON RATIO[J]. Chinese Journal of Rock Mechanics and Engineering, 2006,25(12):2509-2514 (in Chinese)

Google Scholar

[6] SONG Fei, ZHAO Fa-suo, LU Quan-zhong. STUDY ON RHEOLOGICAL PROPERTIES AND MODEL FOR GYPSUM BRECCIAS[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(15):2659-2664. (in Chinese)

Google Scholar

[7] Yang Guitong. Introduction to Elasticity and Plasticity[M]. Beijing: Tsinghua University Press, 2004. (in Chinese)

Google Scholar

[8] Huang Ming. Study on the Creep Properties of Water-bearing Siltite and Its Application in Soft Rock Tunnel Engineering[D].Chongqing: Chongqing University,2010(3). (in Chinese)

Google Scholar