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SASW测试相位差不确定性分析 被引量:8

NON-DETERMINACY ANALYSIS OF PHASE IN SASW TESTING
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摘要 在SASW测试中,受高阶振型波及道距等的影响,从折叠相位差曲线中无法通过折叠展开方法确定各离散频率点的绝对相位差。绝对相位差与折叠相位差相差2p(弧度)的整数倍,整数取值不同,由一条折叠相位差曲线计算的相速度-频率曲线也不同,它们并不完全与表面波各阶振型频散曲线对应。若不同振型表面波影响在频率域是分离的,可以得到相应频率范围该振型波的频散曲线。在这些曲线中,总有一条相速度-频率曲线与常规折叠展开方法得到的相速度-频率曲线对应。将不同道距下得到的这些相速度-频率曲线堆叠在一起,并用灰度来表示各频散点出现的概率,由此可以研究基阶振型以及高阶振型波的频散。 Because of the effect of higher modes of surface waves and the distance between two receivers,it is very difficult to calculate absolute phase differences from the wrapped phase curve given in frequency domain by the conventional unwrapped technique. The difference between the absolute and the wrapped phases is 2p by an integer for each frequency point. The phase velocities calculated from a wrapped phase are varied with the integer, which do not correspond to the phase velocities of modes respectively. When the influences of different mode surface waves are separated in frequency domain,the dispersion curves of modes can be obtained in the corresponding frequency zones by the non-determinacy analysis of phase. Of these curves,one always corresponds to the so-called‘measured phase velocity vs frequency’ curve. When all curves of phase velocity for each distance are overlapped and the overlapped probabilities are figured by brightness,the dispersion curves of the fundamental mode and higher mode waves can be distinguished from brightness variation.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2003年第10期1742-1748,共7页 Chinese Journal of Rock Mechanics and Engineering
关键词 物理学 表面波 频散曲线 振型 相位差 E ll-频率 道距 physics,surface wave,dispersion curve,mode,phase difference,cutoff frequency,distance between two receivers
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参考文献12

  • 1柴华友,汪江波,周一勤,陈星烨.瑞利波分析方法及应用进展[J].岩石力学与工程学报,2002,21(1):119-125. 被引量:45
  • 2伊文 W 刘光鼎译.层状介质中的弹性波脚[M].北京:科学出版社,1966..
  • 3Al-Hunaidi M O. Insight on SASW nondestructive testing method[J].Can J of Civil Engrg, 1993, 20(6): 940-950.
  • 4Rix G J, Lai C G, Orozco M C, et al. Recent advances in surface wave methods for geotechnical site characterization[A]. In: Proc of 11th International Conference on Soil Mechanics and Geotechnical Engineering[C]. Istanbul: [s n], 2001.
  • 5Al-Hunaidi M O. Analysis of dispersed multi-mode signals of the SASW method using multiple filter/cross-correlation technique[J].Soil Dyn and Esrthquake Engrg, 1994, 13(1): 13-24.
  • 6GabrielsP, Sneider R, NoletG. In-situ measurements of shear wave velocity in sediments with higher-mode Rayleigh wave[J]. Geophys Prospecting, 1987, 35:187-196.
  • 7Mitchel R G. Array measurements of higher mode Rayleigh wave dispenion: an approach utilizing source parameters[J]. Geophys J R Astr Soc, 1980, (63): 311-331.
  • 8Park C B, Miller R D, Xia J H. Imaging dispersion curves of surface waves on multi-channel record[R]. SEG Expanded Abstract, 1998.
  • 9Guctmski N, Woods R D. Numerical simulation of the SASW test[J].Soil Dyn. and Earthquskc Engrg, 1992, 11(4): 213-227.
  • 10Rix G J, Lai C G, Foti S. Simultaneous measurement of surface wave dispersion and attenuation curves[J]. Geotech Testing J, 2001,24(4):350-358.

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