›› 2011, Vol. 32 ›› Issue (6): 1795-1800.

• Geotechnical Engineering • Previous Articles     Next Articles

Study of dynamic parameters for talus deposit based on model of cellular automata

SHI Chong1, 2, XU Wei-ya1, 2, ZHANG Yu1, 2, LI De-liang1, 2, LIU He1, 2   

  1. 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 2. Geotechnical Research Institute, Hohai University, Nanjing, 210098, China
  • Received:2009-10-01 Online:2011-06-10 Published:2011-06-21

Abstract: As a typical binary medium, talus deposit is made up of weak parent soil, stiff macadam or rock blocks. Cellular automata model is used in evolution of random and discrete elements to simulate the distribution structure and accumulation characteristics; then equivalent wave speed is calculated according to transmission theory of elastic stress wave; then the influence on dynamic parameters of medium distribution and rigidity are studied. The results show that the wave speed in talus is controlled by parent medium and fill medium; the more faint the parent medium is ,the more slow SV speed is; it exhibit as logarithm relation. The more content of rock filling can make more high wave speed; the speed and content of rock filling takes as logarithm relation, while there’s little correlation between amplitude ratio and rock filling; it primary depends on distribution construction. Due to the inhomogeneous density of talus, wave speed is closely related with incident wave frequency; high frequency makes high wave speed and low frequency makes low wave speed. With this method, the wave mechanics can be better considered; dynamic parameters of complex medium can be effectively achieved; and shortage of indoor and field tests can be greatly improved

Key words: dynamics, dynamic parameters, cellular automata, talus deposit, seismic wave

CLC Number: 

  • TU 459
[1] KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706.
[2] ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81.
[3] WANG Zhen, ZHU Zhen-de, CHEN Hui-guan, ZHU Shu, . A thermo-hydro-mechanical coupled constitutive model for rocks under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(7): 2608-2616.
[4] ZHANG Yu-bin, HUANG Dan. State-based peridynamic study on the hydraulic fracture of shale [J]. Rock and Soil Mechanics, 2019, 40(7): 2873-2881.
[5] LEI Wen-jie, LI Jin-yu, YUN Mei-hou, . Research on propagation and attenuation characteristics of mining micro-seismic wave [J]. Rock and Soil Mechanics, 2019, 40(4): 1491-1497.
[6] LI Zheng, GUO De-ping, ZHOU Xiao-ping, WANG Yun-teng, . Numerical simulation of crack propagation and coalescence using peridynamics [J]. Rock and Soil Mechanics, 2019, 40(12): 4711-4721.
[7] LIU Zhong-xian, ZHANG Zheng, WANG Shao-jie, LIANG Jian-wen, WANG Hai-liang, . 3D seismic response broadband-simulation of the alluvial basin in urban region based on the FMM-IBEM [J]. Rock and Soil Mechanics, 2019, 40(10): 4101-4110.
[8] MENG Qing-shan, FAN Chao, ZENG Wei-xing, YU Ke-fu, . Tests on dynamic properties of coral-reef limestone in South China Sea [J]. Rock and Soil Mechanics, 2019, 40(1): 183-190.
[9] JING Lu, KWOK Chung-yee, ZHAO Tao, . Understanding dynamics of submarine landslide with coupled CFD-DEM [J]. Rock and Soil Mechanics, 2019, 40(1): 388-394.
[10] ZHAI Shu-fang, ZHOU Xiao-ping, BI Jing, . Numerical study of rock fragmentation by TBM cutters using general particle dynamics (GPD) [J]. , 2018, 39(7): 2699-2707.
[11] HU Wei-zhe, XIE Ling-zhi, CEN Wang-lai, YING Shi, LUO Yun-chuan, ZHAO Peng,. Mechanical characteristics of salt rock based on mesoscopic tests and discrete element method [J]. , 2018, 39(6): 2073-2081.
[12] YU Xiang, KONG Xian-jing, ZOU De-gao, ZHOU Chen-guang, . Seismic wave input method for nonlinear dynamic analysis of earth dam built on overburden [J]. , 2018, 39(5): 1858-1866.
[13] CUI Zhen, SHENG Qian, LENG Xian-lun, LUO Qing-zi,. Transmission of S-wave across one joint using the continuously yielding model [J]. , 2018, 39(4): 1203-1210.
[14] TANG Yu-feng, SHI Fu-qiang, LIAO Xue-yan, ZHOU Shuai, . Determination on flow rules of large deformation analysis of slope using SPH method [J]. , 2018, 39(4): 1509-1516.
[15] CHAO Zhi-ming, WANG Huan-ling, XU Wei-ya, JIA Chao-jun, ZHAO Kai,. A rapid method for preparing rock samples with different water saturation levels [J]. , 2018, 39(3): 1109-1114.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[9] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[10] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .