NDLI: Research on the Application of Machine Admittance in Surveying Pile's Bearing Ability

Content Provider	IEEE Xplore Digital Library
Author	Su Yuehong Song Liwei
Copyright Year	2010
Abstract	Omitting subordinate factors which effect pile's stiffness, pile-soil system is translated into single mass model without damping. An equation is established and the formula of pile's stiffness is gained. From the admittance curve measured practically, some parameters can be got which are correlative to the length and stiffness of pile, and both value of the pile's stiffness and bearing ability are gained subsequently. In addition, the value of the same pile's length and stiffness can be figured out by static-load experiment, and the result is compared with that gained by machine admittance method. The comparison indicates that both results are consistent with each other. This study extends the application of machine admittance method in pile's detection.
Starting Page	1778
Ending Page	1780
File Size	518134
Page Count	3
File Format	PDF
ISBN	9781424468805
e-ISBN	9781424468812
DOI	10.1109/iCECE.2010.437
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-25
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Vibrations Dynamics Length measurement Soil Admittance curve Educational institutions Geotechnical engineering Dynamic detection Pile stiffness Admittance Mathematical model Machine admittance
Content Type	Text
Resource Type	Article

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Research on the Application of Machine Admittance in Surveying Pile's Bearing Ability