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填充沟屏障远场被动隔振三维分析 被引量:32

Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field
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摘要 把填充沟看作存在于弹性半空间的异质体,运用瑞利波散射的积分方程,对填充沟连续屏障远场被动隔振进行了三维分析,详细讨论了影响隔振效果的几个主要参数。研究表明,刚性材料比柔性材料具有更好的隔振效果,在隔振设计时应选择刚性屏障材料;填充沟的深度在一倍瑞利波波长内对隔振效果有较大影响,并且与宽度一起决定其隔振效果,但当屏障深度超过一倍瑞利波波长后,屏障深度对隔振效果的影响很小。 In-filled trench is equivalent to an obstacle in half-space when it was used for isolating vibration. Based on the integral equation of Rayleigh wave scattering, the paper studied the passive isolating vibration in far field by in-filled trench barrier in 3-D, and discussed some key factors affecting effectiveness of barriers. The results show that rigid material has a better effect than flexible one in isolating vibration, so the former should be selected as barrier material in engineering. The effect of isolating vibration is due to the depth and thickness of the trench. When the depth of barriers is more than a Rayleigh wave length, the effectiveness of isolating vibration increases for a little with the barrier depth increase.
出处 《岩土力学》 EI CAS CSCD 北大核心 2005年第8期1184-1188,共5页 Rock and Soil Mechanics
基金 国家自然科学基金项目(No.50178056)。
关键词 填充沟 远场被动隔振 瑞利波散射 连续屏障 积分方程 Analysis Geotechnical engineering Integral equations Rayleigh scattering Three dimensional
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参考文献12

  • 1Dasgupta B, Beskos D E, Vardoulakis I G. Vibration isolation using open or filled trenches part-2: 3-D homogeneous soil[J]. Computational Mechanics, 1990,(6): 129- 142.
  • 2Ha upt W A. Model tests on screening of surface waves[A].Proceedings of 10th International Conference of Soil Mechanics and Foundation Engineering, Stockholm:Balkema A A, Rotterdam, 1981. 215-222.
  • 3A1-Hussain T M, Ahmad S. Simple design methods for vibration isolation by wave barriers[A]. Proceedings of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C]. Missouri: University of Missouri-Rolla,1991. 1493-1499.
  • 4Ahmad S, Al-Hussaini T M. Simplified design for vibration screening by open and in-filled trenches[J].Journal of Geotechnical Engineering, 1991, 117(1): 67-88.
  • 5Al-Hussaini T M, Ahmad S. Design of wave barriers for reduction of horizontal ground vibration[J]. Journal of Geotechnical Engineering, 1991, 117(4): 616-636.
  • 6Al-Hussaini T M, Ahmad S. Active isolation of machine foundations by in-filled trench barrier[J]. Journal of Geotechnical Engineering, 1996, 122(4): 288-294.
  • 7Woods R D. Screening of surface waves in soils[J].Journal of Soil Mechanics and Foundations Division,American Society of Civil Engineering, 1968, 94(4):951 -979.
  • 8Ahmad S, Baker J, Li J. Experimental and numerical investigation on vibration screening by in-filled trench[A].Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C]. Missouri: University of Missouri-Rolla,1995. 747-752.
  • 9高广运 邱畅 李永盛 高广运.动力荷载作用下地面近场和远场的波动性状[A].李永盛,高广运.环境岩土工程理论与实践[C].上海:同济大学出版社,2002.173-179.
  • 10高广运,李志毅,邱畅.弹性半空间不规则异质体引起的瑞利波散射[J].岩土工程学报,2005,27(4):378-382. 被引量:10

二级参考文献11

  • 1Jain D L, Kanwal R P. Scattering of elastic waves by circular cylindrical flaws and inclusions [J]. J Appl Phys, 1979,50(6): 4067-4108.
  • 2Datta S K, Shah A H. Scattering of SH waves by embedded cavities [J]. Wave motion, 1982, 4: 265-283.
  • 3Bostrom A, Kristensson G Scattering of a pulsed Rayleigh wave by a spherical cavity in an elastic half space [J]. Wave motion, 1983, 5: 137-143.
  • 4Gautesen A K, Achenbach J D, Mcmaken H. Surface-wave rays in electrodynamics diffraction by cracks [J]. Journal of acoustic society of America, 1978, 63: 1828-1831.
  • 5Wheeler P, Mura T. Dynamic equivalent of composite material and eigenstraln problems[J].ASME Journal applied mechanic,1973, 40:498-502.
  • 6Gubematis J E, Domang E, Krumhansl J A. Formal aspect of the theory of the scattering of ultrasound by flaws in elastic materials [J]. Journal applied physics, 1977,48(7): 2804-2811.
  • 7钟伟芳.异质体弹性动力学问题的积分方程法和散射场.华中工学院学报,1987,15(3):35-40.
  • 8钟伟芳 聂国华.含有两个异质体时弹性动力学问题在Born近似下的散射场.华中工学院学报,1987,15(3):41-41.
  • 9Gubematis J E, Domany E, Krurnhansl J A. The Born approximation in the theory of the scattering of elastic wave by flaws [J]. Journal applied physics, 1977,48(7): 2812-2819.
  • 10Aki K, Richards P G Quantitative seismology [M]. New York:Freeman W H, 1980.

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