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土参数对表面波有效相速度影响 被引量:3

Effects of soil parameters on effective phase velocity of surface waves
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摘要 本文利用薄层刚度矩阵法计算模态频散曲线及表面质点竖直向振动有效相速度,分析了几种典型层状介质的土层参数变化对模态频散及有效相速度影响。结果表明:模态频散及有效相速度对泊松比变化较敏感,密度、阻尼比变化对模态频散及有效相速度影响可以忽略,由模态频散或有效相速度数据分析土层剪切波速时,可以事先设定土密度及阻尼,预设值对分析结果影响不大;高阶模态比基阶模态对深层剪切波速变化敏感,结合高阶模态频散分析,可以减少分析结果不确定性;表面波有效相速度主要受其波长深度内各层土参数影响,深度超过一个波长各层剪切波速分析结果不确定性较高。 The dispersions of the modes and the effective phase velocity of surface waves in layered soil media are related to the shear wave velocities,Poisson’s ratios,densities and damping ratios of soils.The shear wave velocity profiles of soils can be attained by analyzing the dispersions or the effective phase velocities obtained from the surface wave testing.The dispersions of the modes and the effective phase velocities of vertical vibrations of surface waves are calculated based on the thin layer stiffness matrix method.Effects of soil parameters on the dispersions and the effective phase velocity are investigated for several typical layered soil media.The results show that the dispersions and the effective phase velocity are sensitive to variation of Poisson’s ratio,while effects of variation of the density and the damping ratio on the dispersions and the effective phase velocity can be ignored.This indicates that the densities and the damping ratios of soils can be initially given in back analysis and the variations of these parameters have little influence on the calculated shear wave velocity profiles.The higher modes are more sensitive to variation of the shear wave velocities of deeper soils than the lower modes.The non-uniqueness of results can be reduced by combining analysis of the dispersions of the higher modes.The effective phase velocity is mainly controlled by the parameters of soils within the depth of about one wavelength.The shear wave velocities of soils beyond one wavelength can not be effectively determined.
出处 《水利学报》 EI CSCD 北大核心 2010年第6期677-683,共7页 Journal of Hydraulic Engineering
基金 中国科学院"百人计划"择优项目 岩土力学与工程国家重点实验室重点项目
关键词 薄层法 表面波 模态 频散 有效相速度 thin layer method surface waves mode dispersion effective phase velocity
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参考文献24

  • 1夏唐代,陈龙珠,吴世明,朱少杰,丁狄刚.半空间饱和土中瑞利波特性[J].水利学报,1998,29(2):47-53. 被引量:21
  • 2夏唐代,颜可珍,孙鸣宇.饱和土层中瑞利波的传播特性[J].水利学报,2004,35(11):81-84. 被引量:27
  • 3Xia J H, Miller R D, Park C B, Tianb G. Inversion of high frequency surface waves with fundamental and higher modes[ J]. Journal of Applied Geophysics, 2003, 52( 1 ): 45- 57.
  • 4Foti S. Multistation methods for geotechnical characterization using surface waves [ D]. Torino: Politecnieo di Torino, 2000.
  • 5Strobbia C. Surface wave methods--acquisition, processing and inversion [ D]. Torino: Politecnico di Torino, 2003.
  • 6Lu L Y, Zhang B X. Analysis of dispersion curves of Rayleigh waves in the frequency--wavenumber domain[ J]. Canadian Geoteehnical Journal, 2004, 41 (4) : 583 - 598.
  • 7Park C B, Miller R D, Xia J H. Imaging dispersion curves of surface waves on multi-channel record[ C]// Technical Program with Biographies, the 68th Annual Meeting of the Society of Exploration Geophysicists, New Orleans, Louisiana, 1998 : 1377 - 1380.
  • 8Park C B, Miller R D, Xia J H. Multichannel analysis of surface waves [J]. Geophysics, 1999, 64(3) : 800 - 808.
  • 9Al-Hunaidi M O. Nondestructive evaluation of pavements using spectral analysis of surface waves in the frequency wave number domain [ J]. Journal of Nondestructive Evaluation, 1996, 15 (2) : 71 - 82.
  • 10Gucunski N, Woods R D. Inversion of Rayleigh wave dispersion curve for SASW test[ C]//Proceedings of the 5^th International Conference on Soil Dynamic and Earthquake Engineering. Karlsruhe: Computational Mechanics Publications, 1991 : 127 - 138.

二级参考文献73

  • 1柴华友,白世伟,刘明贵,卢应发.瑞利波特性刚度矩阵分析方法[J].岩土力学,2006,27(2):209-213. 被引量:13
  • 2鲁来玉,张碧星,汪承灏.基于瑞利波高阶模式反演的实验研究[J].地球物理学报,2006,49(4):1082-1091. 被引量:35
  • 3杨学林,吴世明.考虑高阶模态时SASW法的反演[J].浙江大学学报(自然科学版),1996,30(2):149-156. 被引量:11
  • 4PARK C B,MILLER R D,XIA J H.Imaging dispersion curves of surface waves on multi-channel record[C]//the 68th Annual Meeting of the Society of Exploration Geophysicists,Expanded Abstracts,1998:1377-1380.
  • 5PARK C B,MILLER R D,XIA J H.Multicharmel analysis of surface waves[J].Geophysics,1999,64(3):800-808.
  • 6AL-HUNAIDI M O.Nondestructive evaluation of pavements using spectral analysis of surface waves in the frequency wave-number domain[J].Journal of Nondestructive Evaluation,1996,15(2):71-82.
  • 7FOTI S.Multistation methods for geotoclmical characterization using surface waves[D].Torino:Politeenico di Torino.2000.
  • 8STROBBIA C.Surface wave methods-acquisition,processing and inversion[D].Torino:Politecnieo di Torino,2003.
  • 9LU L Y ZHANG B X.Analysis of dispersion curves of Rayleigh waves in the frequency--wavenumber domain[J].Canadian Geotechnical Journal,2004,41(4):583-598.
  • 10GUCUNSKI N,WOODS R D.Inversion of Rayleigh wave dispersion curve for SASW test[C]//Proceedings ofthe 5th International Conference on Soil Dynamics and Earthquake Engineering.Karlsruhe:Computational Mechanics Publications,1991:127-138.

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