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工程勘察中稳态瑞利面波法解释理论的探讨

PROBE THE INTERPRETATION THEORY OF STEADY-STATE RAYLEIGH WAVE METHOD IN ENGINEERING EXPLORATION

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【作者】 关小平黄嘉正周鸿秋

【Author】 GUAN XIAO-PING HUANG JIA-ZHENG ZHOU HONG-QIU(Department of Applied Geophysics, China University of Gcosciences, Wuhan 430074)

【机构】 中国地质大学应用地球物理系中国地质大学应用地球物理系 武汉 430074武汉 430074武汉 430074

【摘要】 工程勘探中稳态瑞利波法的实测曲线与介质性质有着密切的对应关系.传统的解释理论以自由表面瑞利面波的传播为基础.然而源检距很小时,漏能型面波(或多次复合反射波)的形成能更合理地解释记录曲线上的特征点.解释理论的正确性将有利于扩展该方法的实际应用.

【Abstract】 Practical recorded curves of steady-state Raylcigh waves in engineering exploration closely correspond to properties of the media. The conventional interpretation theory has been based on propagation of free-surface Rayleigh waves. In the case of extremely small source-receiver distances, however, the generation of leaking-mode surface waves (or multiple composite reflections) may more reasonably account for characteristic points on recorded curves. Correctness of interpretation theory would be favorable for more extensive applications of this method.

  • 【文献出处】 地球物理学报 ,Chinese Journal of Geophysics , 编辑部邮箱 ,1993年01期
  • 【被引频次】87
  • 【下载频次】337
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