Abstract:The shear wave velocity dates of 66 boreholes in 34 sites have been collected in Handan city,and all the shear wave velocities have been statistical sorted.Then three types of relationships and the corresponding parameters of each kind of soil were obtained.By contrast,the result show that polynomial fitting method is better than both the linear fitting method and exponential fitting method between shear wave velocities and soil depths for sandy soil,silty soil and silty clay in Handan city; but exponential fitting method is better than the two other fitting method for clay and gravel.It has important directive significance to get and apply shear wave velocity in geotechnical earthquake engineering in Handan.