In　the　course　of　developing　the　site　earthquake　resistance　and　utilization　zoning　plan　in　Quanzhou　city,　an　integrated　database　of　bore-hole　records　is　established.　A　experiential　statistical　formula　of　shear-wave　velocity　of　different　soils　is　obtained　by　the　statistical　analysis,　which　is　modified　by　the　embedded　depth　of　soil　layer.　The　equivalent　shear-wave　velocity　of　drillings　without　shear-wave　velocity　data　is　calculated　by　the　experiential　formula,　then　according　to　the　equivalent　shear-wave　velocity　and　the　thickness　of　overlying　soil,　the　site　classifications　are　determined　on　which　the　bore-hole　lies.　The　fluence　of　the　thickness　and　the　depth　of　soft　soil　and　the　ground　water　level　on　earthquake-induced　settlement　of　the　soft　soil　is　considered　synthetically　by　the　layer-wise　summation　method　and　the　idea　of　softened　module　and　residual　strain　of　soil.　On　the　basis　of　analyzing　thoroughly　the　effect　of　the　topography　and　relief,　the　seismic　engineering　geology,　the　site　classes,　the　liquefaction　of　sand,　the　earthquake-induced　settlement　of　the　soft　soil　after　earthquake,　the　depth　and　thickness　of　the　sand　and　the　soft　soil,　the　slope　and　landslip,　and　so　on,　a　more　feasible　evaluation　criterion　of　the　site　earthquake　resistance　in　the　zoning　area　is　put　forward.　According　to　the　criterion,the　site　utilization　zoning　plan　is　developed.