Bearing Capacity Estimation of Bridge Piles Using the Impulse Transient Response Method

被引：10

作者：

Ma, Meng ^{[1
]}

Liu, Jianlei ^{[2
]}

Ke, Zaitian ^{[2
]}

Gao, Yan ^{[2
]}

机构：

[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China

[2] China Acad Railway Sci, Railway Engn Res Inst, Beijing 100081, Peoples R China

来源：

SHOCK AND VIBRATION | 2016年 / 2016卷

关键词：

D O I：

10.1155/2016/4187026

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

A bearing capacity estimation method for bridge piles was developed. In this method, the pulse echo test was used to select the intact piles; the dynamic stiffness was obtained by the impulse transient response test. A total of 680 bridge piles were tested, and their capacities were estimated. Finally, core drilling analysis was used to check the reliability of this method. The results show that, for intact piles, an obvious positive correlation exits between the dynamic stiffness and bearing capacity of the piles. The core drilling analysis proved that the estimation method was reliable.

引用

页数：8