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Analysis on Key Technologies of High-speed Railway Subgrade in Karst Foundation |
YAO Yuchun, LI Anhong, ZHOU Bo, XIAO Chaoqian, CHU Yuguang |
China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, China |
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Abstract Research purposes: Karst foundation is widely distributed in China, and high-speed railway has strict requirements on the stability and deformation of subgrade. The construction of high-speed railway subgrade engineering on karst foundation must simultaneously solve the two key technical problems of foundation collapse and settlement deformation control, which requires high-precision exploration of karst foundation, targeted reinforcement measures, and effective reinforcement construction and quality inspection methods. Research conclusions: (1) Complex karst areas are faced with problems such as the concealment, heterogeneity and diversity of karst development. Conventional exploration technologies should be combined with new exploration technologies such as high-resolution remote sensing, Beidou satellite and unmanned aerial vehicle to improve the efficiency and accuracy of karst foundation exploration. (2) The karst foundation of high-speed railway can be reinforced by grouting, composite foundation, reinforced concrete pile foundation structure and their combination measures in combination with the stratum type and karst evaluation zone. The design of reinforced concrete pile foundation structure should consider the location and shape change of karst caves and the dissolution change process of karst fracture zone. The structure of CFG pile composite foundation should consider the impact of shoot tip of karst bedrock surface. (3) Karst grouting should adopt the dynamic construction process of "combination of exploration and grouting, and implementation in sequence". The quality of grouting reinforcement construction can be compared and analyzed before and after grouting by using electrical sounding, Rayleigh wave method and electromagnetic wave CT detection at the same section, and judged by water pressure test. (4) This research can provide useful reference for the construction of high-speed railway in karst areas.
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Received: 23 April 2023
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[1] |
TB 10027—2022,铁路工程不良地质勘察规程[S].TB 10027—2022,Specification for Unfavorable Geological Condition Investigation of Railway Engineering[S].
|
[2] |
蒋良文,许佑顶,许模,等. 高速铁路复杂岩溶地质勘察与灾害防治[M]. 北京:科学出版社,2021.Jiang Liangwen, Xu Youding, Xu Mo,etc.Complex Karst Geological Survey and Disaster Prevention of High-speed Railway[M]. Beijing: Science Press, 2021.
|
[3] |
TB 10106—2010,铁路工程地基处理技术规程[S].TB 10106—2010,Technical Specification for Ground Treatment of Railway Engineering[S].
|
[4] |
姚裕春,魏永幸,袁碧玉.高速铁路斜坡路堤变形控制探讨[J].铁道工程学报,2014(5):16-21.Yao Yuchun,Wei Yongxing,Yuan Biyu.Exploration on the Deformation and Control of Embankment Constructed on Slope Foundation for High-speed Railways[J]. Journal of Railway Engineering Society,2014(5):16-21.
|
[5] |
丁兆锋. 高速铁路岩溶地区桩板结构桩长的确定方法[J].高速铁路技术,2012(4):28-31.Ding Zhaofeng. Determination Method of Pile Length of Pile-slab Structure in Karst Area[J]. High Speed Railway Technology, 2012(4):28-31.
|
[6] |
姚裕春,谢毅,李安洪,等.一种喀斯特地区溶蚀破碎带桩基承载能力的设计方法:中国, CN202211158049.0[P].2023-01-06.Yao Yuchun, Xie Yi, Li Anhong, etc. A Design Method for Bearing Capacity of Pile Foundation in Karst Region:China, CN202211158049.0[P].2023-01-06.
|
[7] |
姚裕春,谢毅,李安洪,等.一种喀斯特地区CFG桩加固地基的设计方法:中国, CN115422642A[P]. 2022-12-02.Yao Yuchun, Xie Yi, Li Anhong, etc. A Design Method of CFG Pile Strengthening Foundation in Karst Area:China, CN115422642A[P]. 2022-12-02.
|
|
|
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