Theoretical Analysis on Underwater Vibrating Compaction Technology of Scattering-Filling Rubble Stone Layer

Abstract:

This paper studied on the underwater vibrating compaction technology of scattering-filling rubble stone layer. At HongKong-Zhuhai-Macao bridge project, in order to satisfy the project time limit, underwater vibrating compaction technology with hydraulic hammer instead of conventional dynamic compaction technology was used to tamp scattering-filling rubble stone layer with no dead angle in a short time. Owing to the shortage of engineering example, the theoretical analysis was needed before field application. In this paper, the rubble stone layer and the vibration system were simplified to a mechanical model. Vibration system’s work on rubble stone was obtained by mathematical derivation, and effects of parameters were analyzed. The result shows that work on scattering-filling rubble stone layer increases with the increase of system quality, equivalent damping, exciting force and angular velocity and decreases with the increase of equivalent stiffness, water stiffness and buoyancy.

• Periodical: Applied Mechanics and Materials (Volumes 580-583)
• Pages: 760-766
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.580-583.760
• Online since: July 2014
• Authors: Jian Bao Fu*, Shu Wang Yan, Zhi Jun Chen
• Keywords: Effect Analysis of Parameters, Scattering-Filling Rubble Stone Layer, Theoretical Analysis, Underwater Vibrating Compaction

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