In this study, ground vibrations of a surface blasting for golf links and a tunnel blasting for highway construction were measured to investigate the effect of blasting conditions such as total charge and distance from blasting point. In surface blasting, site factor K and n were 74.1 and -1.37, respectively, which were analyzed by means of cube root scaled distance. The more were measuring distance, the higher were absolute value of K and n. Principal frequency was in range of 5~60 Hz in surface blasting, where that of 80 percent was in range of 10~30 Hz. On the other hand it was in range of 25~98 Hz in tunnel blasting, which showed higher than of surface blasting.
장약량, 측정거리 등과 같은 발파조건들이 지반진동에 미치는 영향을 조사하기 위하여 골프장 조성공사를 위한 지표발파와 고속도로 건설공사를 위한 터널발파에서 지반진동을 측정하였다. 지표발파에서 삼승근 환산거리방법으로 구한 입지상수 K와 n은 각각 74.1, 01.37로 나타났다. 측정거리가 멀어질수록 Khk n의 절대값은 증가하였다. 지표발파에서 주주파수 대역은 5~60 Hz 이었으며, 그 중에 80% 정도는 10~30 Hz의 범위에 분포하였다. 반면에 터널발파의 주주파수 대역은 25~98Hz로서 지표발파보다 크게나타났다.
