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对南京城区的岩土体剪切波速资料作了统计分析，给出了剪切波速与土层深度之间的经验关系，并作了参数误差分析。对两个工程场地进行剪切波速预测表明，经验关系是可靠的，可在工程中应用。
The statistical analysis of rock mass shear wave velocity data in Nanjing urban area is given, and the empirical relationship between shear wave velocity and soil depth is given, and the parameter error analysis is made. The prediction of shear wave velocity for two engineering sites shows that the empirical relationship is reliable and can be applied in engineering.