Study on failure mechanism and application of double-layer structure floor with large buried depth and high confined water

LI Ang; ZHOU Yonggen; YANG Yuxuan; YU Zhenzi; MU Qian; WANG Man; ZHANG Bo

doi:10.13199/j.cnki.cst.2022-1485

Home>Articles>Study on failure mechanism and application of double-layer structure floor with large buried depth and high confined water

DOI: 10.13199/j.cnki.cst.2022-1485

Study on failure mechanism and application of double-layer structure floor with large buried depth and high confined water

LI Ang

ZHOU Yonggen

YANG Yuxuan

YU Zhenzi

MU Qian

WANG Man

ZHANG Bo

Keywords：nearly whole rock lower protective layer working facedepth of nearly 1000 meterscambrian limestonefloor water hazardsimilar simulationdrilling strain technology

Publication Date：2023-10-25

Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)

Pages：13( 207-219 )

Coal Science and Technology

ISTICPKUCSCD

ISSN：0253-2336

Year, Vol.(Issue)：2023,51(10)