The Static And Dynamic Analysis Of The Sluice On Superstructure, Pile And Soil

The piles of sluice are used with drilled compresol pile of 800mm diameter. In order to obtain the behaviors of superstructure, pile and soil, the interacation of superstructure, pile and soil is studied systematically.First of all, the pile foundation and its sorts, the research status of the pile foundation and the project background are recommended.Secondly, the pile foundation static analysis are finished. The interacation mechanism of the cushion cap, pile and soil are analyzed, and deforms and stesses are obtianed under the 100kN/m~2 vertical load. The parameters of pile arrament, length, diameter and soil properties of pile end are discussed. The model of superstructure, pile and soil are established and obtained the rules of the structure. The comparison and analysis are completed under interacation and individual.The third, the dynamic behaviors of superstructure, pile and soil, as well as the dynamic response under wave load are analyzed. The parameters analysis of pile diposal, length and diameter are finished. The phenomenon and mechanics of water sluice gate vibracation are analyzed, wave theory is introduced and wave load on the water sluice is analyzed. The time-history analysis method is employed to analyse the dynamic response under wave load.Finally, The results of dead-load test of the pile and theory calculations are comparied...