Location
St. Louis, Missouri
Date
02 Jun 1993, 9:00 am - 12:00 pm
Abstract
This paper provides the theoretical base and a reasonable testing method for pile foundation, the top of piles are free and the bottom of piles are fixed, dynamic characteristics test of continuous beam bridge, considering the dynamic interaction of pile-soil for doing pile foundation dynamic test in site. The model analysis method and CAT( Computer Aided Test ) are used for model parameters identification from the dynamic of pile foundation mode, several low cured modes and natural frequencies are got. Furthermore, the theoretical computation compared with result of the mode test. Both are most alike. The dynamic characteristics of the pile mode are calculated with finite element and Penzine's basic assumptions, the soil medium is modeled by a series of springs with short distance each other. The stiffness coefficient of the springs can be fitted in computer that according to the result of dynamic test of pile mode. The influence rule is obtained from the dynamic characteristics of pile owing to soil depth, one or multiple kinds of soil and one or multiple layering of soil. After though researching the dynamic characteristics testing method of pile foundation mode, a reasonable testing way have obtained for dynamic parameters identification of pile foundation in site.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1993 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Jiang, Zu Ming and Zhao, Wei Feng, "Researches in the Testing Method of Dynamic Interaction of Pile-Soil System Model and Its Calculation of Dynamic Characteristics" (1993). International Conference on Case Histories in Geotechnical Engineering. 50.
https://scholarsmine.mst.edu/icchge/3icchge/3icchge-session01/50
Researches in the Testing Method of Dynamic Interaction of Pile-Soil System Model and Its Calculation of Dynamic Characteristics
St. Louis, Missouri
This paper provides the theoretical base and a reasonable testing method for pile foundation, the top of piles are free and the bottom of piles are fixed, dynamic characteristics test of continuous beam bridge, considering the dynamic interaction of pile-soil for doing pile foundation dynamic test in site. The model analysis method and CAT( Computer Aided Test ) are used for model parameters identification from the dynamic of pile foundation mode, several low cured modes and natural frequencies are got. Furthermore, the theoretical computation compared with result of the mode test. Both are most alike. The dynamic characteristics of the pile mode are calculated with finite element and Penzine's basic assumptions, the soil medium is modeled by a series of springs with short distance each other. The stiffness coefficient of the springs can be fitted in computer that according to the result of dynamic test of pile mode. The influence rule is obtained from the dynamic characteristics of pile owing to soil depth, one or multiple kinds of soil and one or multiple layering of soil. After though researching the dynamic characteristics testing method of pile foundation mode, a reasonable testing way have obtained for dynamic parameters identification of pile foundation in site.
