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Frequency Analysis of Heavy Tamping Vibration
作者姓名:Sun Jinzhong College of Engineering and Technology  China University of Geosciences  Beijing Tan Hanhua Guizhou Institute of Communication Design  Guiyang Qi Shengwen Institute of Geology  Chinese Academy of Sciences  Beijing
作者单位:Sun Jinzhong College of Engineering and Technology,China University of Geosciences,Beijing 100083 Tan Hanhua Guizhou Institute of Communication Design,Guiyang 550001 Qi Shengwen Institute of Geology,Chinese Academy of Sciences,Beijing 10002
基金项目:Thepaperissupportedbythefundsof“2 1 1EngineeringProject” .
摘    要:INTRODUCTIONBecauseofitssimpleoperationandlowcostaswellaseffec tivenessformanyprojects ,heavytampinghasbeenusedwidelyintheworld (Qianetal.,1986 ) .However,thestrongvibrationinsoilmasscausedbyheavytampingmaybeharmfultobuildings,instrumentsandevenhumanbodiesar…


Frequency Analysis of Heavy Tamping Vibration
Sun Jinzhong College of Engineering and Technology,China University of Geosciences,Beijing Tan Hanhua Guizhou Institute of Communication Design,Guiyang Qi Shengwen Institute of Geology,Chinese Academy of Sciences,Beijing .Frequency Analysis of Heavy Tamping Vibration[J].Journal of China University of Geosciences,2001,12(2).
Authors:SUN Jinzhong  TAN Hanhua  QI Shengwen  Wang Shuli
Abstract:Heavy tamping is one of the important methods for ground treatment. But the vibration is often a problem that restricts the application during heavy tamping. On the other hand, as an instant impact load with controllable energy, heavy tamping is a good test in situ for the study of soil dynamics. With the analysis in the field of frequency, deductive method for medium effecting function and excitation function of heavy tamping is put forward in this paper.
Keywords:heavy tamping  vibration  soil dynamics  medium  effecting function  excitation function of heavy tamping  
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