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- W2352508738 abstract "During Leigongpu Tunnel construction,interlaid rock was collapsed in section YK70 + 302 ~ YK70 + 299 of right runnel under coal stratum. According to the specific situations,the reasons of collapse was analyzed from the poor geological conditions,rainfall infiltration,and the inaccuracy of early geological exploration,and so on. The initial support of existing programs is not rigid enough in the coal strata,and it may easy to cause collapse in interlaid rock. It is available to grout landslides and landslide body cavity with a small tube,and then excavate by stage to dispose collapse area in interlaid rock. The experiences and conclusions presented here can be adopted in the design,construction and research of similar tunnels." @default.
- W2352508738 created "2016-06-24" @default.
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- W2352508738 date "2014-01-01" @default.
- W2352508738 modified "2023-09-25" @default.
- W2352508738 title "Cause Analysis of Interlaid Rock Collapse and Construction Technology in Tunnel with Small Spacing under Coal Stratum" @default.
- W2352508738 hasPublicationYear "2014" @default.
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