In order to improve the applicability of continuous compaction control technique, three field tests were designed and carried out for the granite residual soil filler of an earth-rock dam. The measurement deviations of the continuous testing indices of CMV, CCV, Ks and VCV caused by the exciting force and travel speed of the vibration rolling were studied. Then, the influence of strong and weak vibration techniques on the correlation calibration of different types of continuous testing indices was discussed and the correlation between the measurement value of the continuous testing indices and the number of the rolling passes was analyzed using linear regression analysis method. Finally, practical suggestions on the engineering application of continuous compaction control technique for earth-rock dams were put forward. The research results show that the deviation of various continuous testing indices caused by the exciting force is in the range of 50% to 80%, and the deviation caused by speed is less than 15%. The exciting force has a significant influence on the correlation verification of the compactness gauge indices, and the coefficient of determination obtained by various continuous testing indices in the weak vibration mode is higher. There is a strong correlation between the number of rolling passes and the indices of VCV and Ks, so these two indices can be better applied to the compaction technique and incremental measurement method.