|
|
A PRELIMINARY DISCUSSION ON THE RELATIVE DISPLACEMENT TECHNIQUE FOR LOW STRAIN DYNAMIC TEST OF THE BEARING CAPACITY OF FOUNDATION PILE |
CAI Ruo-tao, CAI Jia-xiong |
Hunan General Station for Geophysical Inspection of Foundation Pile, Changsha 410011, China |
|
|
Abstract The relative displacement of the pile head which occurs when the pile soil system is impacted by the free-fall hammer is the dynamic response of the dynamic rigidity of the pile soil system to the acting load. During the low strain dynamic test of the foundation pile, the adoption of the velocity sensor to the direct measurement of the relative displacement of the pile head is helpful to reducing the improper dependence upon the measured intrinsic frequency valuesof the pile soil system in calculating vertical bearing capacity of the single pile, and is hence conducive to raising the accuracy of the calculated vertical bearing capacity of the single pile.
|
Received: 05 May 2001
Published: 24 April 2002
|
|
|
|
|
[1] |
HU Bin, LI Guang-Zhi. A discussion on quality monitoring and evaluation methods for oil and gas geochemical analysis and testing[J]. Geophysical and Geochemical Exploration, 2021, 45(4): 1043-1047. |
[2] |
WANG Guo-Jian, LU Li, YANG Jun, LI Ji-Peng, REN Chun, TANG Jun-Hong, LI Wu. The soil gas method and its application to geochemical prospecting for oil and gas[J]. Geophysical and Geochemical Exploration, 2021, 45(1): 11-17. |
|
|
|
|