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Volume 35 Issue zk1
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LIU You-ping, GONG Min, XU Bin, LI Jian-hua. Dynamic response of multiple holes in half saturated space impacted by seismic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 399-405.
Citation: LIU You-ping, GONG Min, XU Bin, LI Jian-hua. Dynamic response of multiple holes in half saturated space impacted by seismic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 399-405.
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Dynamic response of multiple holes in half saturated space impacted by seismic waves

  • 1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. College of Civil and Structure Engineering, Nanchang Institute of Technology, Nanchang 330099, China

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  • Received Date: February 28, 2013
  • Published Date: July 18, 2013
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    • Abstract
  • According to the Biot's wave theory and the complex function combined with multi-coordinate method, the seismic wave dynamic response of underground holes in half saturated space is studied. Given P waves on two circular holes of the dynamic stress concentration factor of the numerical results, the distribution situations of the dynamic stress concentration factors are discussed with the variation of the hole spacing, incidence angle and dimensionless wave number. The results show that, the effect of the underground hole spacing on the interaction effects of the holes is obvious. When the hole spacing reaches up to 6 times the radius of the hole, the peak value of the dynamic stress concentration factor decreases obviously, and the peripheral distribution of offset is weakened. With the increase of the incident angle, the hole peripheral stress concentration coefficient shows the trend of first increasing then decreasing, and distribution also occurs at certain angle deflection. In low frequency waves, the hole stress peak value will influence mutually more, while in the high frequency input, the interaction between holes will reduce.
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  • 王铁成,王 卉. P波作用下埋地管道的相互作用动力分析[J]. (地震工程与工程振动), 2009, 29(4): 155-163.(WANG Tie-cheng,WANG Hui. Dynamic analysis of interactive underground pipes impacted by P-waves[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(4): 155-163. (in Chinese))
    梁建文,纪晓东,LEE V W. 地下圆形衬砌隧道对沿线地震动的影响:(II)数值结果[J]. (岩土力学), 2005, 26(5): 687-692.(LIANG Jian-wen,JI Xiao-dong,LEE V W. Effects of an underground lined tunnel on ground motion (II): Numerical results[J]. Rock and Soil Mechanics, 2005, 26(5): 687-692. (in Chinese))
    史文谱,刘殿魁,林 宏,等. 半无限空间中稳态 P 波在衬砌周围的散射[J]. (地震工程与工程振动), 2002, 22(3): 19-26.(SHI Wen-pu,LIU Dian-kui,LIN Hong,et al. Scattering of steady P-wave around a circular lining in half space[J]. Earthquake Engineering and Engineering Vibration, 2002, 22(3): 19-26. (in Chinese))
    岳庆霞,李 杰. 近似Rayleigh地震波作用下地下综合管廊响应分析[J]. (防灾减灾工程学报), 2008, 25(4): 409-416.(YUE Qing-xia,LI Jie. Response analysis of utility tunnel in earthquake of approximate Rayleigh waves[J]. Journal of Disaster Prevention and Mitigation Engineering, 2008, 25(4): 409-416. (in Chinese))
    刘中宪,梁建文,张 贺. 弹性半空间中衬砌洞室对平面P波和SV波的散射(I)—方法[J]. (自然灾害学报), 2010, 19(4): 71-76.(LIU Zhong-xian,LIANG Jian-wen,ZHANG He. Scattering of plane P and SV waves by a lined tunnel in elastic half space(I):method[J]. Journal of Natural Disasters,2010, 19(4): 71-76. (in Chinese))
    LEE V W,KARL J. Diffraction of SV waves by underground circular cylindrical cavities[J]. Soil Dynamics and Earthquake Engineering, 1992(11): 445-456.
    LEE V W,KARL J. On deformations of near a circular underground cavity subjected to incident plane P waves[J]. European Journal of Earthquake Engineering, 1993(1): 29-36.
    姜领发,王建华,周香莲. 半空间饱和土中圆形衬砌对弹性压缩波的散射[J]. (岩土力学), 2008, 29(2): 315-317.(JIANG Ling-fa,WANG Jian-hua,ZHOU Xiang-lian. Scattering around a circular lining in saturated poroelastic half-space under dilatational waves[J]. Rock and Soil Mechanics, 2008, 29(2):315-317. (in Chinese))
    WANG J H,ZHOU X L,LU J F. Dynamic stress concentration around elliptic cavities in saturated poroelastic soil under harmonic plane waves[J]. International Journal of solids and Structures, 2005, 42: 4295-4310.
    周香莲,周光明,王建华. 饱和土中圆形衬砌结构对弹性波的散射[J]. (岩石力学与工程学报), 2005, 24(9): 1572-1576.(ZHOU Xiang-lian,ZHOU Guang-ming,WANG Jian-hua. Scattering of elastic wave by circular cavity with lining in saturated soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(9): 1572-1576. (in Chinese))
    BIOT M A. Theory of propagation of elastic waves in a fluid-saturated porous solid Ⅰ: Low frequency range[J]. Journal of the Acoustical Society of America, 1956, 28: 168-178.
    鲍亦兴,毛昭宙. 弹性波的衍射与动应力集中[M].北京:科学出版社, 1993.(PAO Yi-xing,MAO Zhao-yu. Scattering and dynamics stresses concentration of elastic wave[M].Beijing:Science Press, 1993. (in Chinese))
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