This research aimed to create of ground vibrated prediction from blasting by transmitted seismic wave into the ground. However, in theory of ground vibration prediction is lower than field measurement data about 1.7 times (Jones & Stokes, 2004). Ground vibration may affect to structure around sites. The experiment can measure ground shaking by using 16 geophones in vertical direction. The 1st geophone should be placed far from blast about 10 meters and 20 meters from nearby geophones before install data logger. The measurement induced sandy clay loam, clay and sand rock shows that the clay material transmitted seismic wave higher than another material and coefficient attenuation combined to body wave and surface wave. When a distance is more than 500 meters, weight of blast is not more than 4 kg in every soil layer and peak particle velocity is less than 3 mm/s. In the frequency, clay can provide the vibrating frequency than other soil. For clayey-sand and sandy-gravel, there are high value of peak particle velocity and low frequency. For clay, there are high value of peak particle velocity and frequency which the area of low frequency value will be effected to the civil structure than high value of frequency.
