Referenced Items are not available for this document.
This paper discusses the work principle, damage mechanism and monitoring factors of high-pile wharf; then based on the structural health monitoring project of Chun Xian wharf, introduces the monitoring poles deployment of inclinometer, analyzes the dynamic data from continuous monitoring, figures the displacement-depth curve of each monitoring pole to present the real-time displacement status of soil structure. This paper also presents the limitation of inclinometer according to the problems occurred during operation. Finally the statistics test method of inclinometer data error analysis is discussed.
Published in:
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Date of Conference: 22-24 April 2011
- Page(s):
- 6483 - 6486
- Print ISBN:
- 978-1-4577-0289-1
- INSPEC Accession Number:
- 12141346
- Conference Location :
- Lushan
- Digital Object Identifier :
- 10.1109/ICETCE.2011.5775795
- Product Type:
- Conference Publications
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