The Numerical Experimental Investigation on Damage Zone of Surrounding Rock of Deep Tunnel Based on the Elastic-Plastic-Brittle Constitutive Model
p.1454
p.1454
Numerical Simulation of Frozen Construction of the Cross-River Tunnel's Connected Aisle
p.1460
p.1460
Management Criterion for Large Deformation Tunnels
p.1468
p.1468
A Mechanical Model of EPB-TBM Tunnelling in Mixed Face Strata
p.1472
p.1472
Study on Construction Technique of Soft Rock Tunnel in Loess Region
p.1480
p.1480
Numerical Prediction of Settlement Adjacent to Deep Excavation of Metro Station in Ju-Zi-Zhou Island, Changsha
p.1484
p.1484
Application Study of the Calculation Method for Loads of Multi-Arch and Extra Large Cross Section Tunnels in Double-Side Drifts Construction Method
p.1488
p.1488
Influence Mechanism of Lime on Strength and Water-Resistance Properties of Phosphogypsum Autoclaved Brick
p.1492
p.1492
Theoretical Analysis of Gas and Oil Storage Cavern in Bedded Salt Rock Using a Love Function
p.1499
p.1499
Study on Construction Technique of Soft Rock Tunnel in Loess Region
Abstract:
In order to Ganquan tunnel as an example introduced the Loess Tunnel Typical Rocky and appropriate excavation construction technology. Early lining and secondary lining, waterproofing and drainage, and monitoring measurement and advanced geological prediction of key construction processes are described and summarized.
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Periodical:
Applied Mechanics and Materials (Volumes 204-208)
Pages:
1480-1483
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Online since:
October 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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