GPS RTK Techniques for Construction Monitoring of Super Deep-Water Open-Caisson

Yan Guang Hao; Xiang Liang Liu; Jian Bo Liu

doi:10.4028/www.scientific.net/AMM.580-583.2865

Paper Titles

Discussion on the Application of GPS Technology in Bridge Construction Plane Control Net and in Survey of Bridge Axis Lofting
p.2842

Improved BP Neural Network Model Applied in Settlement Analysis
p.2848

Multi-Scale Classification Based on Remote Sensing
p.2853

Research on GPS Height Partition Fitting Method
p.2860

GPS RTK Techniques for Construction Monitoring of Super Deep-Water Open-Caisson
p.2865

Triangle Interpolation on Discrete Point Set
p.2872

Effect of Ring Support Position and Geometrical Dimension on the Free Vibration of Ring-Stiffened Cylindrical Shells
p.2879

Increment-Dimensional Precise Integration Method of Oil-Water Coupling Flows in a Low Permeability Reservoir with Capillary Pressure
p.2883

Influence of Vertical Vibration on Surface Velocity of a Liquid Bridge
p.2890

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583GPS RTK Techniques for Construction Monitoring of...

GPS RTK Techniques for Construction Monitoring of Super Deep-Water Open-Caisson

Abstract:

The super open-caisson foundation of Taizhou Yangtze River Bridge was used by positioning system of anchor piers. GPS RTK Techniques was used to real-time monitor the open-caisson and by software compute current geometric posture of open-caisson timely. This could provide guarantee for sinking of caisson, and shorten construction period and save cost.