Stury of Post-Failure Constitutive Relation Based on SMP Criterion

Jian Ming Zhu; Ze Xiang Wu; Qi Zhao; Chong Yang

doi:10.4028/www.scientific.net/AMR.790.405

Paper Titles

Analysis of the Impact of City Construction Load on City Geology Security
p.386

Research on Surface Overpressure and Deformation of Underground Frame Beam under Internal Blast Loads
p.391

Surface Overpressure Distribution and Dynamic Response of the Retaining Wall of the Underground Structure Subjected to Inner Explosion
p.396

Study of Grouting Reinforcement to Disturbance Soft SOIL Caused by Large Diameter Slurry Shield Construction
p.401

Stury of Post-Failure Constitutive Relation Based on SMP Criterion
p.405

The Research on Earth Pressure behind Inclined Retaining Wall Considering Arching Effects
p.410

ANSYS Analysis of Early Removal Template Support-System Security
p.414

Axial Force Analysis of the Single Pile Based on FLAC3D
p.418

Characterization of Heavy Metals in the Surrounding of Municipal Solid Waste Incinerator (MSWI) and Health Risks Assessment via Inhalation in Shenzhen Nanshan, China
p.425

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 790Stury of Post-Failure Constitutive Relation Based...

Stury of Post-Failure Constitutive Relation Based on SMP Criterion

Abstract:

In this paper, based on SMP criteria, combination of strain softening of rock material mechanics theory, the after peak friction angle φ for the intermediate variables, the residual strain ε to express the after peak nonlinear elastic modulus E, and finally establish a unified non-linear constitutive model of the rock peak residual stress. Combination Xiao Guanzhuang Eastern Mine typical breakdown rock of diorite triaxial test , get stress-strain curves for different confining pressures by this model. It shows that peak constitutive relation of this study can simulate the experimental results, prove the rationality of the model.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 790)

Pages:

405-409

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.790.405

Citation:

Cite this paper

Online since:

September 2013

Authors:

Jian Ming Zhu, Ze Xiang Wu, Qi Zhao, Chong Yang

Keywords:

Confining Pressure, Post-Failure Behavior, SMP Strength Criterion, Strain Softening

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] LI Wenting, LI Shuchen, FENG Xianda, et al. Study of post-peak strain softening mechanical properties of rock based on mohr-coulomb criterion, , Chinese Journal of Rock Mechanics and Engineering , Vol. 30, issue7, 1460-1466, (2005).

Google Scholar

[2] MATSUOKA H, Nakai T. Stress-deformation and strength characteristics of soil under three different principal stresses, Proceedings of the Japanese Society of Civil Engineers, 232: 59-70. , (1974).

DOI: 10.2208/jscej1969.1974.232_59

Google Scholar

[3] LUO Ting, YAO Yang-ping, HOU Wei. Soil Constitutive Models[M]. Beijing: China Communications Press, (2010).

Google Scholar

[4] SATAKE.M. Stress deformation and strength characteristics of soil under three difference principal stresses (discussion) ,. Proceedings of the Japanese Society of Civil Engineers, 246: 137-138, (1976).

DOI: 10.2208/jscej1969.1976.246_137

Google Scholar

[5] YAO Yang-ping, LU De-chun, ZHOU An-nan, ZOU Bo. The generalized nonlinear strength theory and transformed stress space,. Science in China (ser. E), Vol34, issue11, 1283-1299, (2004).

Google Scholar

[6] ZHOU Hui, ZHANG Kai, FENG Xiating, et al. Elastoplastic coupling mechanical model for brittle marble,. Chinese Journal of Rock Mechanics and Engineering, Vol 29, issue 12, 2398–2409, (2010).

Google Scholar

[7] JOSEPH T G. Estimation of the post-failure stiffness of rock [Ph. D. Thesis],. Alberta, Canada: University of Alberta，(2000).

Google Scholar

[8] ZHU Jianming XU Bingye ZHU Feng et al. Flac and its application in the mining engineering[J]. China mining magazine, Vol 9, issue 4, 78-82, (2000).

Google Scholar