Research on Shear Characteristics and the Evolution Mechanism of Bedding Planes Between Two Different Rock Types Based on Particle Flow Code

FANG Kun, WU Qiong, WANG Jiao, TAN Fu-li

Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (11) : 31-37.

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Journal of Changjiang River Scientific Research Institute ›› 2014, Vol. 31 ›› Issue (11) : 31-37. DOI: 10.3969/j.issn.1001-5485.2014.11.0072014,31(11):31-37
CHARACTERISTICS AND TESTS OF ROCK MECHANICS

Research on Shear Characteristics and the Evolution Mechanism of Bedding Planes Between Two Different Rock Types Based on Particle Flow Code

  • FANG Kun, WU Qiong, WANG Jiao, TAN Fu-li
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Abstract

To research the influencing factors of shearing properties and the micro-evolution mechanism of shear failure, we carried out direct shearing numerical experiments. On the bedding planes between silty mudstone and marlite in Badong formation using particle flow software based on wall rock’s micro-parameters determined by laboratory experiment results. The research results are as follows the shearing curve of bedding planes between two different rock types in Badong formation is between silty mudstone and marlite isotropic planes; the shearing mechanical properties of bedding planes between two different rock types are influenced by the surface morphology, normal stress and the wall rock combination. In addition, the shear failure evolution process of bedding planes between two different rock types is influenced by the surface morphology. The shear failure of zigzag bedding planes between two different rock types develops mainly along the weak wall rock gradually from both sides to the middle. The shear failure of flat bedding planes between two different rock types evolves evenly along one side of the weak wall rock. Based on the results, an expression is given to describe the relationship among the ratio of shearing strength of bedding planes of two different rock types to that of normal joint in soft rock, the rock combination coefficient, and the normal stress. It’s concluded that inter formational sliding of bedding planes between two different rock types in Badong formation is an important factor that leads to the rock mass failure of this stratum.

Key words

rock mechanics / Badong formation / bedding planes between two different rock types / shearing mechanical properties / evolution mechanism / PFC

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FANG Kun, WU Qiong, WANG Jiao, TAN Fu-li. Research on Shear Characteristics and the Evolution Mechanism of Bedding Planes Between Two Different Rock Types Based on Particle Flow Code[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(11): 31-37 https://doi.org/10.3969/j.issn.1001-5485.2014.11.0072014,31(11):31-37

References

[1] 邓清禄. 斜坡变形构造——巴东新县城斜坡剖析[M]. 武汉: 中国地质大学出版社,2000.(DENG Qing-lu. Slope Deformation Structures: Analysis of Slopes in Badong County[M]. Wuhan: Press of China University of Geosciences,2000.(in Chinese))
[2] GOODMAN R E. The Mechanical Properties of Joint[C]//ISRM. Proceedings of the 3rd Congress of the International Society for Rock Mechanics. Denver, USA. Sep. 1-Sep. 7, 1974: 127-140.
[3] MISRA A. Effect of Asperity Damage on Shear Behavior of Single Fracture[J]. Engineering Fracture Mechanics, 2002, 69(17): 1997-2014.
[4] MISRA A, HUANG S. Effect of Loading Induced Anisotropy on the Shear Behavior of Rough Interfaces[J]. Tribology International, 2011, 44(5): 627-634.
[5] MISRA A, HUANG S. Micromechanical Stress-displacement Model for Rough Interfaces:Effect of Asperity Contact Orientation on Closure and Shear Behavior[J]. International Journal of Solids and Structures, 2012, 49(1): 111-120.
[6] POTYONDY D O, CUNDALL P A. A Bonded-particle Model for Rock[J]. International Journal of Rock Mechanics &Mining Sciences, 2004, (41): 1329-1364.
[7] 许尚杰, 尹小涛, 党发宁. 晶体及矿物颗粒大小对岩土材料力学性质的影响[J]. 岩土力学,2009, 30(9): 2581-2587.(XU Shang-jie, YIN Xiao-tao, DANG Fa-ning. Mechanical Characteristics of Rock and Soil Affected by Particle Size of Crystal and Mineral[J]. Rock and Soil Mechanics, 2009, 30(9):2581-2587. (in Chinese))
[8] Itasca Consulting Group, Inc. PFC3D(Particle Flow Code), Version 4.0[M]. Minneapolis, Minnesota: Itasca Consulting Group, 2008.
[9] 刘顺桂, 刘海宁, 王思敬, 等. 断续节理直剪试验与 PFC2D数值模拟分析[J]. 岩石力学与工程学报, 2008, 27(9): 1828-1836.(LIU Shun-gui, LIU Hai-ning, WANG Si-jing, et al. Direct Shear Tests and PFC2D Numerical Simulation of Intermittent Joints[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(9): 1828-1836. (in Chinese))
[10]PARK J W, SONG J J. Numerical Simulation of a Direct Shear Test on a Rock Joint Using a Bonded-particle Model[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(8): 1315-1328.
[11]周 喻, MISRA, 吴顺川,等. 岩石节理直剪试验颗粒流宏细观分析[J]. 岩石力学与工程学报, 2012, 31(6): 1245-1256. (ZHOU Yu, MISRA,WU Shun-chuan,et al. Macro-and Meso-analyses of Rock Joint Direct Shear Test Using Particle Flow Theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6): 1245-1256. (in Chinese))
[12]GHAZVINIAN A H, TAGHICHIAN A, HASHEMI M, et al. The Shear Behavior of Bedding Planes of Weakness Between Two Different Rock Types with High Strength Difference[J]. Rock Mechanics and Rock Engineering, 2010, 43: 69-87.
[13]贺建明,吴 刚. 岩体异性结构面的抗剪强度准则[J]. 重庆大学学报(自然科学版), 1994, 17(2): 105-110.(HE Jian-ming, WU Gang. The Criterion tor Shear Strength of Discontinuities with Different Rock Properties in Rock Mass[J]. Journal of Chongqing University(Natural Sciences), 1994, 17(2): 105-110. (in Chinese))
[14]唐辉明, 马淑芝, 刘佑荣,等. 三峡工程库区巴东县赵树岭滑坡稳定性与防治对策研究[J]. 地球科学:中国地质大学学报,2002,27(5):621-625. (TANG Hui-ming, MA Shu-zhi, LIU You-rong, et al. Stability and Control Measures of Zhaoshuling Landslide Badong County, Three Gorges Reservoir[J]. Earth Science:Journal of China University of Geosciences, 2002, 27(5):621-625. (in Chinese))
[15]胡修文, 唐辉明, 刘佑荣. 三峡库区赵树岭滑坡稳定性物理模拟试验研究[J]. 岩石力学与工程学报, 2005, 24(12): 2089-2095.(HU Xiu-wen, TANG Hui-ming, LIU You-rong. Physical Model Studies on Stability of Zhaoshuling Landslide in Area of Three Gorges Reservoir[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(12): 2089-2095. (in Chinese))
[16]FU Y R. Experiment Quantification and DEM Simulation of Micro-macro Behaviors of Granular Materials Using X-ray Tomography Imaging [D]. Baton Rouge, USA: Louisiana State University, 2005.
[17]Itasca Consulting Group. PFC2D(Particle Flow Code in 2 Dimensions)Fish in PFC2D[R]. Minneapolis, USA: Itasca Consulting Group, 2008.
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