WANG Chaofan, GAO Haiwei, LIU Zhiqiang, LIU Jinguang. 2002: USING RAYLEIGH-WAVE METHOD TO EVALUATE EXISTING RAILROAD FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 10(3): 313-316.
    Citation: WANG Chaofan, GAO Haiwei, LIU Zhiqiang, LIU Jinguang. 2002: USING RAYLEIGH-WAVE METHOD TO EVALUATE EXISTING RAILROAD FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 10(3): 313-316.

    USING RAYLEIGH-WAVE METHOD TO EVALUATE EXISTING RAILROAD FOUNDATION

    • Using R-wave dispersion phase velocity we can reverse S-wave velocity group of geologic strata. The R-wave method has effective applicability for engineering site because of its characteristics. In detection of the existing foundation Wangjing~Hepingli Railroad, combining the CDP method of multi-trace reflection technology and R-wave spectral analysis technique, we obtain 2-D S-wave velocity profile. According to the coherence between S-wave velocitiy and the value of light dynamic penetration test, we can evaluate the railroad foundation in vertical and horizontal direction.
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