›› 2018, Vol. 39 ›› Issue (6): 2267-2277.doi: 10.16285/j.rsm.2016.1836

• Numerical Analysis • Previous Articles     Next Articles

Energy evolution and stress response during stress wave prorogation in the intercalation

LIU Chuan-zheng1, 2, ZHANG Jian-jing3, CUI Peng1   

  1. 1. Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610041, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Department of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
  • Received:2016-11-04 Online:2018-06-11 Published:2018-07-03
  • Supported by:

    This work was supported by the Major International Joint Research Project of NSFC (41520104002), the Key Research Program of Frontier Sciences, CAS(QYZDY-SSW-DQC006) and the International Partnership Program of the Chinese Academy of Sciences (131551KYSB20160002).

Abstract: The intercalation is a common geological structure, and it significantly influences the stress wave propagation and its response to rock mass under the seismic or blasting loads. In the past studies, the researches focus on vibration isolation performance and transmissivity of stress wave propagation at intercalation. However, the energy evolution of stress wave in the process of multiple refraction and reflection in intercalation are seldom investigated, and the stress response and failure of intercalation have not been well analysed. Therefore, the variation laws of energy coefficients in the propagation process of stress waves were studied by theoretical analysis. The influence of the wave impedance of rock mass and the angle of incidence of stress wave to the accumulated energy coefficients of stress wave in the intercalation are analysed, as well as the intercalation stress response and the dynamic safety coefficients of a plane failure slope. As a result, the residual energy coefficients of stress wave decreased exponentially with the times of refraction and reflection during the stress wave propagation in the intercalation. It was found that the residual energy of stress waves could be neglected after the fourth refraction and reflection. The differences in accumulated energy coefficients of stress waves in the different media increased with the relative differences of wave impedance between the intercalation and surrounding rock. Under the incident of the plane harmonic wave, the shear stress and shear strength in the intercalation exhibited a fluctuation of the same frequency as the incident wave. Compared to P-wave incident, SV-wave incident generated greater shear stress in the intercalation, and caused the greatest impact on the slope stability. When the SV-wave was incident, the safety factor of the slope was more sensitive to the dip angle of intercalation than that when P-wave incident, and the safety factor decreased more rapidly with the increase of the dip angle.

Key words: intercalation, energy coefficients, stress response

CLC Number: 

  • TU 45

[1] ZHU Sai-nan, YIN Yue-ping, LI Bin, . Shear creep behavior of soft interlayer in Permian carbonaceous shale [J]. Rock and Soil Mechanics, 2019, 40(4): 1377-1386.
[2] HAN Ze-jun, LIN Gao, ZHOU Xiao-wen, YANG Lin-qing,. Solution and analysis of dynamic stress response for transversely isotropic multilayered soil [J]. , 2018, 39(6): 2287-2294.
[3] HAO Ya-fei ,LI Hai-bo ,GUO Xue-bin ,ZHANG Ji-chun ,XIA Xiang ,MO Zhen-ze. Study of lamination property and stability caused by blasting in rock slope with weak intercalation [J]. , 2012, 33(4): 1178-1184.
[4] XIAO Zheng-xue, GUO Xue-bin, ZHANG Ji-chun, PU Chuan-jin, XIAO Ding-jun. Numerical simulation and test of lamination effect caused by blasting in layered rock slope with weak intercalated layer [J]. , 2009, 30(S1): 15-18.
[5] HE Zheng,XU Wei-ya,SHI Chong,LI Ming-wei,ZHAO Yi. 3D dynamic response back analysis of failure mechanisms of a high dip bedding rock slope in earthquake [J]. , 2009, 30(11): 3512-3518.
[6] JIANG Yu-zhou , XU Wei-ya , WANG Rui-hong , WANG Wei . Numerical analysis of the long-term stability of large-scale underground cavern of hydropower station [J]. , 2008, 29(S1): 52-58.
[7] GUO Fu-li , ZHANG Ding-li , SU Jie , NIU Xiao-kai . Research on deformation mechanism about stratified tunnel surrounding rock mass containing weak intercalation [J]. , 2008, 29(S1): 247-252.
[8] XU Bin , WANG Kang-zhu , LI Ning , . 3D FEM analysis of excavating two intersecting tunnels in bad geology [J]. , 2007, 28(S1): 437-442.
[9] LI Sou-ding , LI Xiao , ZHANG Nian-xue , LIU Yan-hui , . Water-rock interaction of clay gouged intercalation sludging process of baota landslides in Three Gorges reservoir area [J]. , 2006, 27(10): 1841-1846.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!