Improved Design of Long Tunnel’s Cement Concrete Pavement Slab Length

Hong Jiang; Jian Bo Yuan; Hua Yang

doi:10.4028/www.scientific.net/AMM.190-191.496

Paper Titles

Flow Stress Behavior Anisotropy of Extruded 7075 Aluminum Alloy Bar at Elevated Temperatures
p.478

Fractal Characteristics of the Pore Structure of Low Permeability Sandstone
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Fracture Behavior of a Brittle Thin Film on an Elastic Substrate under Residual Stress and Uniaxial Tensile Loading
p.487

Green Preparation of Ultra-Fine Silver Particles in Ionic Liquid
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Improved Design of Long Tunnel’s Cement Concrete Pavement Slab Length
p.496

Influence of Ageing on Yield Stress Anisotropy of Extruded 7075 Aluminum Alloy Bar at Ambient Temperature
p.500

Investigation into Permeability and Bearing Strength of Plugging Zone Formed by Lost Circulation Materials
p.504

Mechanical and Thermal Simulation of a Multi-Functional Hybrid Composite
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Mechanical Properties of the Cracked Thick Aluminum Plate Repaired with M40J/Epoxy Composite Patch
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 190-191Improved Design of Long Tunnel’s Cement Concrete...

Improved Design of Long Tunnel’s Cement Concrete Pavement Slab Length

Abstract:

Temperature field on the road inside the tunnel has a significant difference with normal road surface temperature field, according to the actual situation of the temperature inside the tunnel, calculate the slab length of the cement concrete pavement, obtained the conclusion that cement concrete road slab can be longer inside the tunnel, the conclusion has practical significance for the construction of cement concrete pavement inside the tunnel.

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Periodical:

Applied Mechanics and Materials (Volumes 190-191)

Pages:

496-499

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.190-191.496

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Online since:

July 2012

Authors:

Hong Jiang, Jian Bo Yuan, Hua Yang

Keywords:

Cement Concrete Pavement, Slab Length, Temperature Field, Temperature Gradient, Temperature Stress

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References

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