Numerical Simulation on Deformation Features and Filling Efficiency of Channel Goaf Foundation

Abstract:

For analyzing and evaluating the deformation features of channel goaf foundation and its effect on superstructure, according to the foundation reinforcement engineering of Ji-Liang Channel Check Gate, the comparative analysis on the differential settlement between the unfavorable foundation and natural foundation was performed by numerical simulation with FLAC^3D. The computer results showed that the present foundation had obvious effect on the stability and security of the superstructure, so the engineering treatment are needed. Based on technical-economic comprehensive analysis among three treatment methods for strengthening the channel golf foundation with different kinds of filling, the reasonable method is put forward in this paper. By comparing mechanical characteristic of flashboard in channel goaf before and after strengthening, we confirmed the foundation stability of channel goaf and the security of the ground building which can satisfy the long term usage requirements.

• Periodical: Applied Mechanics and Materials (Volumes 353-356)
• Pages: 3707-3712
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.353-356.3707
• Online since: August 2013
• Authors: Zhi Dong Zhou, Hong Bo Zhang, Xiu Guang Song, Hong Ya Yue
• Keywords: Channel Goaf, Differential Settlement, Filling, Numerical Simulation

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