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地下洞室群对地面运动影响问题的级数解答:SH波入射 被引量:10

A series solution for surface motion amplification due to underground group cavities: incident SH waves
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摘要 采用波函数展开法给出平面SH波入射下半空间中洞室群对地面运动影响问题的一个级数解答,并分析了入射波频率和入射角以及两洞室之间距离等参数对地面运动的影响。数值结果表明,地下洞室群对沿线地面运动具有显著的放大作用:两个洞室情况地面运动可以达到单个洞室情况的1.6倍、无洞室情况的3.5倍以上。建议地铁等地下工程在设计和规划时应考虑工程建设后对沿线设计地震动的影响。 By using wave function expansion method, a series solution of surface motion amplification due to underground group cavities in half-space foi" incident plane SH waves was given, and effects of parameters such as the frequency of the incident waves, the angle of incident waves, the distance between the two cavities, etc. on the surface motion amplification were analyzed. The results show that the underground group cavities significantly amplify the surface motion: the surface motion for twin cavities can be 1.6 times of that for single cavity, and 3.5 times of that for no cavity. It is suggested that the effect of subways on ground motion should be considered when the subways are planned and designed.
出处 《岩土力学》 EI CAS CSCD 北大核心 2006年第10期1663-1667,1672,共6页 Rock and Soil Mechanics
基金 国家自然科学基金项目(No.50378063) 教育部新世纪优秀人才支持计划(No.NCET-05-0248)。
关键词 地下洞室群 地面运动 平面SH波 散射 级数解答 underground group cavities surface motion plane SH waves scattering series solution
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参考文献7

  • 1Lee V W.On deformation near circular underground cavity subjected to incident plane SH-waves[A].Proceedings of Symposium of Applications of Computer Methods in Engineering[C].Los Angeles:University of Southern California,1977.951-961.
  • 2Lee V W,Trifunac M D.Response of tunnels to incident SH-waves[J].Journal of Engineering Mechanics,ASCE,1979,105(4):643-659.
  • 3Lee V W,Karl J.On deformation near a circular underground cavity subjected to incident plane p waves[J].European Journal of Earthquake Engineering,1993,7(1):29-36.
  • 4Lee V W,Karl J.Diffraction of SV waves by underground,circular,cylindrical cavities[J].Soil Dynamics and Earthquake Engineering,1992,11:445-456.
  • 5Davis C A,Lee V W,Bardet J P.Transverse response of underground cavities and pipes to incident SV waves[J].Earthquake Engineering and Structural Dynamics,2001,30:383-410.
  • 6梁建文,张浩,Vincent W Lee.地下洞室群对地面运动影响问题的级数解答——P波入射[J].地震学报,2004,26(3):269-280. 被引量:23
  • 7梁建文,张浩,Vincent W Lee.A series solution for surface motion amplification due to underground twin tunnels:incident SV waves[J].Earthquake Engineering and Engineering Vibration,2003,2(2):289-298. 被引量:17

二级参考文献10

  • 1[1]Pao YH and Mow CC (1973), Diffraction of Elastic Waves and Dynamic Stress Concentration, Crane,Russak and Company, New York.
  • 2[2]Lee VW and Trifunac MD (1979), "Response of Tunnels to Incident SH-Waves ," Journal of Engineering Mechanics, ASCE, 105: 643-659.
  • 3[3]Lee VW and Karl J (1993), "On Deformation Near a Circular Underground Cavity Subjected to Incident Plane P Waves," European Journal of Earthquake Engineering, 7(1): 29-36.
  • 4[4]Lee VW and Karl J (1992), "Diffraction of SV Waves by Underground, Circular, Cylindrical Cavities," Soil Dynamics and Earthquake Engineering, 11: 445-456.
  • 5[5]Davis CA, Lee VW and Bardet JP (2001), "Transverse Response of Underground Cavities and Pipes to Incident SV Waves," Earthquake Engineering and Structural Dynamics, 30:383-410.
  • 6[6]Liang J, Zhang H and Lee VW (2003), "A Series Solution for Surface Motion Amplification due to Underground Twin Tunnels: Incident P Waves," Acta Seismologica Sinica (in press).
  • 7Lee V W,Trifunac M D.1979.Response of tunnels to incident SH-waves[J].Journal of Engineering Mechanics,ASCE,105(4): 643-659
  • 8Lee V W,Karl J.1993.On deformation near a circular underground cavity subjected to incident plane P waves[J].European Journal of Earthquake Engineering,7(1): 29-36
  • 9Lee V W,Karl J.1992.Diffraction of SV waves by underground,circular,cylindrical cavities[J].Soil Dynamics and Earthquake Engineering,11: 445-456
  • 10Pao Y H,Mow C C.1973.Diffraction of Elastic Waves and Dynamic Stress Concentration[M].New York: Crane,Russak and Company,239-274

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