Construction Technology of Airfield Pavement Gravelly Substructure under Saline Soil Condition

Cheng Gang He; Zan Cheng Li; Tao Zhang

doi:10.4028/www.scientific.net/AMR.594-597.1416

Paper Titles

Dynamic Response of Airport Concrete Pavement to Impact Loading
p.1395

The Study on Road Performance and Pavement Structure Analysis for the Base Layer Material Stabilized by SRX
p.1402

Experiment Data Analysis of Comparative Test Research on Expressway Asphalt and Asphalt Mixture
p.1407

High-Grade Highway Safety Evaluation Method Based on Grey Clustering
p.1412

Construction Technology of Airfield Pavement Gravelly Substructure under Saline Soil Condition
p.1416

Study on the Effect of Jet Grouting Pile Reinforcing Soft Soil Subgrade
p.1420

Protection and Utilization of Soil Seed Bank in Road Construction
p.1429

Numerical Simulation on Stress Transmission under Vehicle Load for Western Expressway
p.1435

Mechanics Properties of the Lime-Fly Ash Stabilized Soil for Pavement Structures
p.1445

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Construction Technology of Airfield Pavement...

Construction Technology of Airfield Pavement Gravelly Substructure under Saline Soil Condition

Abstract:

In order to eliminate the harm of salt heaving, the gravelly substructure was used to replace the tradition concrete stabilized grit substructure. And the construction technology was strictly controlled. Finally, the technology is testified by practice to avoid the salt heaving availably.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1416-1419

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1416

Citation:

Cite this paper

Online since:

November 2012

Authors:

Cheng Gang He*, Zan Cheng Li, Tao Zhang

Keywords:

Concrete Pavement, Construction Technology, Gravelly Substructure, Salt Heaving

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* - Corresponding Author

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