Author : Dr. Apurva Anand 1
Date of Publication :20th June 2017
Abstract: A well-known and efficient method of earth improvement is dynamic compacting. This method is often restricted to structural engineering due to its noise, vibration and building environment. The objects of dynamic consolidation treatment (including the base soil) are very complex, and universal sense theory cannot be built, but suitable for all types of soil. The present paper dealt with the transfer mechanism of dynamic vibrations and choosing a harmful index, the transfer from the research vibration of dynamic compaction for hypothecary filling foundations by model check, a four-strike ramming attack (1000 KN oscillating in the horizontal and vertical vibration acceleration), a research vibration transfer of dynamic compaction for the hydraulic filling foundation by model test, and a testing method. Use the test data from the formula for acceleration attenuation of horizontal and vertical vibration. The findings of dynamic compaction in the application of hydraulic filling foundations are important.
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