[1]DU Siyi,CHEN Yihan.Study on Quantity of Wave Speed in Low Strain IntegretyTesting of Foundation Pile[J].Journal of Zhengzhou University (Engineering Science),2012,33(03):24-27.[doi:10.3969/j.issn.1671-6833.2012.03.006]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
33卷
Number of periods:
2012 03
Page number:
24-27
Column:
Public date:
2012-05-10
- Title:
-
Study on Quantity of Wave Speed in Low Strain IntegretyTesting of Foundation Pile
- Author(s):
-
DU Siyi; CHEN Yihan
-
chool of Civil Engineering,2hengzhou University,Zhengzhou 450001,China
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- Keywords:
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foundation pile; low strain integrety testing; stress wave speed; pile integrity
- CLC:
-
TU198+.6
- DOI:
-
10.3969/j.issn.1671-6833.2012.03.006
- Abstract:
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The stress wave speed is the necessary condition to make sure pile length and pile defects positionin low strain integrety testing of foundation pile with the stress wave echo method. Quantilying the stress wavespeed is very dificult, because it is affected by multi-factors. This has been the boleneck in point for develo.ping test technology of foundation pile, In this paper, some factors affecting the stress wave speed were ana-lyzed according to stress wave theroy and experiment results, the quantity relalionships of the stress wave speedin pile and time and concrete age were determined. lastly, five brief methods to quantifying the siress wavespeed in pile were presented to control pile quality for test engineers according engineering practice.