

Author: Liu Chun Yao Lianbi
Publisher: Maney Publishing
ISSN: 1752-2706
Source: Survey Review, Vol.39, Iss.305, 2007-07, pp. : 193-202
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
Piling engineering is the first step in the construction of bridges and offshore platforms. However, limitations in the real-time determination of the positions of piling pickets exist. For instance, requirement of line of sight, lack of real-time positioning capability and fragility to the hostile obeservation environment are typical problems for the traditional surveying techniques.The use of real-time kinematic Global Position System (RTK GPS) can integrate the field measurements with the real-time computation into a uniform positioning system, which can significantly improve the productivity and efficiency of the whole system. In this paper, the authors propose a real-time piling positioning system for the determination of the pickets. Relevant algorithms and models are presented. As a case study, results of the developed system for a piling project at a long cross-sea bridge, Donghai Bridge in Shanghai, China are introduced.
Related content


Performance improvement of network based RTK GPS positioning in Taiwan
By Yeh T K Chao B F Chen C S Chen C H Lee Z Y
Survey Review, Vol. 44, Iss. 324, 2012-01 ,pp. :


Evaluating the repeatability of RTK GPS
By Pirti A.
Survey Review, Vol. 43, Iss. 320, 2011-04 ,pp. :


Prototype Internet RTK GPS for Bridge Deformation Monitoring
By Meng X. Dodson A. H. Roberts G. W. Andreotti M.
Survey Review, Vol. 38, Iss. 299, 2006-01 ,pp. :


An Examination of Network RTK GPS Services in Great Britain
By Edwards S. J. Clarke P. J. Penna N. T. Goebell S.
Survey Review, Vol. 42, Iss. 316, 2010-04 ,pp. :