REVIEW ARTICLE
Analysis of the Effect of Groundwater Exploitation on High-Speed Railway Pile-Slab Structure Subgrade
Ren Zhenxing*, Hong Xiao, Xiao Guo, Luwei Huang
Article Information
Identifiers and Pagination:
Year: 2015Volume: 9
First Page: 455
Last Page: 459
Publisher Id: TOMEJ-9-455
DOI: 10.2174/1874155X01509010455
Article History:
Received Date: 21/12/2014Revision Received Date: 13/4/2015
Acceptance Date: 14/4/2015
Electronic publication date: 16/7/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: (https://creativecommons.org/licenses/by/4.0/legalcode). This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
Land settlement produced by groundwater exploitation may cause larger deformation of the high-speed subgrade. To meet the settlement control requirements after construction of the high standard of high-speed railway subgrade, Pile-Slab composite foundation treatment technology keeps developing and applying in high-speed railway construction. However, the settlement deformation calculation theory of Pile-Slab composite foundation is not mature, in particular, the research for Pile-Slab composite foundation deformation caused by groundwater exploitation is seldom, which is far behind the requirements of engineering practice. To study the effect of exploiting groundwater near the highspeed railway on Pile-Slab composite foundation deformation, in this paper, we establish 3D fluid-solid coupling model using ABAQUS, analyze the effect of different groundwater exploiting quantities on high-speed railway subgrade when CFG piles are used to strengthen the foundation, and compare to the result with no CFG piles. The analysis shows that in the condition of pumping water, CFG Pile-Slab composite foundation has a significant effect on decreasing subgrade lateral deformation and settlement which are reduced by 70%.
