Study on Construction Risk Assessment Method of Deep Buried Tunnels

Xing Kuang; Di Qing Yi; Cheng Liang Wang

doi:10.4028/www.scientific.net/AMM.405-408.1305

Paper Titles

The Special Geological Conditions of Mountain Tunnel Scheme Selection
p.1288

Numerical Analysis on Influence of Cross Section Shape on Earthquake Resistant Capability of Shallow-Buried Tunnel
p.1292

Study on Harbin Metro Shield Tunnel Segment and the Deformation of Tunnel Rock
p.1297

Development of Computer Decision Support System for Underwater Positioning in Submarine Immersed Tube Tunnel Construction
p.1301

Study on Construction Risk Assessment Method of Deep Buried Tunnels
p.1305

Application Analysis of Comprehensive Advanced Geological Prediction in Karst Tunnel
p.1309

Metro Emergency Management Capacity Assessment Research Based on AHP-FCE Model
p.1314

Extending Section of Underground Cavities and Analysis of the Stability for Surrounding Rock
p.1318

Application of "Rigid-Soft Combination" Principle in Waterproof of Tunnel
p.1322

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Study on Construction Risk Assessment Method of...

Study on Construction Risk Assessment Method of Deep Buried Tunnels

Abstract:

High speed railway tunnel have many uncertainty hazard factors in construction, at the stage of construction drawing design and during tunnel construction process. Taking no.1 tunnel in Xuefeng Mountain as a deep buried tunnel in the paper, tunnel construction risk source and main risk identification are analysis, main risk assessment during construction is recognized and reference for other similar projects is provided.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1305-1308

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1305

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Online since:

September 2013

Authors:

Xing Kuang, Di Qing Yi, Cheng Liang Wang

Keywords:

Deep Buried Tunnel, Risk Assessment, Risk Control, Xuefeng Mountain

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References

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