Study on Damping Coefficient of Soil around the Pile in Stratified Soils
Software is developed for the vibration response to exciting force on the defective piles in heterogeneous soil. Using this software, the equal damping in the heterogeneous is calculated and through the equal damping, the relationship between degree of defects and ratio of amplitude was studied. Finally, model pile test was done to verify the accuracy of quantitative analysis theory.
Pile foundation heterogeneous soil Degree of defects Quantitative analysis
ZHANG Xian-min CAI Jing NIU Jian-ping
Civil Aviation University of China, College of Transportation Engineering, Tianjin, 300300, Chian
国际会议
第八届国际测试技术研讨会(8th International Symposium on Test and Measurement)
重庆
英文
1886-1889
2009-08-01(万方平台首次上网日期,不代表论文的发表时间)