摘要
基于工程场地瑞利面波相速度主要受土层剪切波速控制,本文利用瑞利面波相速度对剪切波速的偏导数随土层深度变化的规律,结合地球物理勘探中的剥层法及工程场地勘探中的半波长法,提出了用面波相速资料及演工程场地剪切波速剖面的新方法,并用实测资料做了检验.
Based on the fact that in situ Rayleigh surface wave phase velocities are mainly controlled by shear wave velocities in soils and that the partial derivative of Rayleigh surface wave phase velocities with respect to shear wave velocities varies regularly according to the depth of soil, combining the stripping method used in geophysical exploration and the half wave length method used in engineering geological exploration, this paper puts forward a new method of using the data of surface wave phase velocities to inverse shear wave velocity of soil layers. The accuracy of the suggested method has been verified by the observed data in field shear wave velocity test.
出处
《土木工程学报》
EI
CSCD
北大核心
1994年第3期50-58,共9页
China Civil Engineering Journal
