Application Research on Transient Rayleigh Technology in Pile Foundation Detection

DOI

10.2991/iceeg-16.2016.97How to use a DOI?

Keywords

transient rayleigh technology, pile foundation detection, pile bearing capacity,share wave velocity, pile integrity, pile verticality

Abstract

Detection of pile foundation is one of the most important procedures in the evaluation of pile bearing capacity and pile quality. In this paper, the application of the transient Rayleigh technology in detection of pile foundation (pile integrity, pile verticality and pile bearing capacity) have been illustrated by few examples. By using transient Rayleigh technology, the shear wave velocity of soil around pile can be tested. The pile integrity, the pile verticality and the pile bearing capacity can also be detected rapidly. Comparing with the static load test and others dynamic technologies, this method is more economical and nondestructive.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Wei Wu
AU  - Jin Yang
AU  - Xianmin Zhang
PY  - 2016/06
DA  - 2016/06
TI  - Application Research on Transient Rayleigh Technology in Pile Foundation Detection
BT  - Proceedings of the 7th International Conference on Environment and Engineering Geophysics & Summit Forum of Chinese Academy of Engineering on Engineering Science and Technology
PB  - Atlantis Press
SP  - 361
EP  - 364
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceeg-16.2016.97
DO  - 10.2991/iceeg-16.2016.97
ID  - Wu2016/06
ER  -