收藏切换
Study on the Subsidence Law of Surface Road Engineering Under the Overlapping Occurrence Conditions of Quicksand Layer and Goaf
收藏切换
Zehui WU1, Yongxiang GE2, Luwei ZHANG2, Gaofeng REN2, 3, Xingyu TAN2, 4, Kai MA2, Yan YU5
Mining Research and Development | 2025, 45(5) : 95 - 103
Less
收藏切换
Mining Research and Development | 2025, 45(5): 95-103
Study on the Subsidence Law of Surface Road Engineering Under the Overlapping Occurrence Conditions of Quicksand Layer and Goaf
Full
Zehui WU1, Yongxiang GE2, Luwei ZHANG2, Gaofeng REN2, 3, Xingyu TAN2, 4, Kai MA2, Yan YU5
Affiliations
  • 1.School of Safety Science and Emergency Management, Wuhan University of Technology, Wuhan, Hubei 430070, China
  • 2.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan, Hubei 430070, China
  • 3.Key Laboratory of Green Utilization of Critical Non-metallic Mineral Resources, Ministry of Education, Wuhan, Hubei 430070, China
  • 4.Changsha Institute of mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 5.Huaxin Cement Co., Ltd., Wuhan, Hubei 430205, China
Published: 2025-05-25
Outline
收藏切换

In order to study the subsidence law of surface road engineering under the overlapping occurrence conditions of quicksand layer and goaf, taking the reconstruction and expansion project of S342 provincial road above the goaf of Dangyang gypsum mine, FLAC3D was used to study the distribution law of surface displacement under the conditions of quicksand layer, goaf and their overlapping occurrence. The influences of quicksand layer migration and goaf on the stability of surface road sections were evaluated, and a goaf treatment plan was proposed. The research results indicate that under the action of quicksand layer migration and goaf, the surface subsidence gradually decreases from the center of the goaf to the surrounding areas, and the peak subsidence is concentrated in the range of K5+617 to K5+717. The displacement and settlement in the central area of the road centerline are relatively large, showing a pattern of first increasing and then decreasing from west to east. The settlement on the north and south sides is relatively small, with the maximum surface settlement of the north, middle, and south lines of the road being 69 mm, 167 mm, and 31 mm, respectively. As the distance from the surface increases, the displacement of the overlying rock above the quicksand layer shows a decreasing trend in the central area (within a range of 100 m from K5+630 to K5+730), while the displacement in other areas shows an increasing trend. Therefore, the range of surface rock movement under the action of the goaf at the quicksand layer is defined as 100 m. The research results can provide theoretical basis for road expansion projects under the conditions of quicksand layer occurrence.

Quicksand layer  /  Goaf  /  Road engineering  /  Surface subsidence  /  Overlying rock movement
武泽惠, 葛永翔, 张露伟, 任高峰, 谭星宇, 马凯, 于燕. 流砂层与采空区叠跨赋存条件下地表道路工程下沉规律研究. 矿业研究与开发, 2025 , 45 (5) : 95 -103 .
Zehui WU, Yongxiang GE, Luwei ZHANG, Gaofeng REN, Xingyu TAN, Kai MA, Yan YU. Study on the Subsidence Law of Surface Road Engineering Under the Overlapping Occurrence Conditions of Quicksand Layer and Goaf[J]. Mining Research and Development, 2025 , 45 (5) : 95 -103 .
Year 2025 volume 45 Issue 5
77
28
Cite this Article
BibTeX
Article Info
  • Receive Date:2024-10-19
  • Online Date:2026-10-30
  • Published:2025-05-25
Article Data
Affiliations
History
  • Received:2024-10-19
Funding
Affiliations
    1.School of Safety Science and Emergency Management, Wuhan University of Technology, Wuhan, Hubei 430070, China
    2.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan, Hubei 430070, China
    3.Key Laboratory of Green Utilization of Critical Non-metallic Mineral Resources, Ministry of Education, Wuhan, Hubei 430070, China
    4.Changsha Institute of mining Research Co., Ltd., Changsha, Hunan 410012, China
    5.Huaxin Cement Co., Ltd., Wuhan, Hubei 430205, China
References
Share
https://castjournals.cast.org.cn/joweb/kyyjykf/EN/
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT