Research on the Shrinkage Performance of Cement-Stabilized Base

Yan Wang; Xue Sun

doi:10.4028/www.scientific.net/AMR.905.292

Paper Titles

Investigation on the Effects of Ground Media on the Behaviour of Buried Pipes due to Blast Loads by Simulation
p.273

On the Automobile Passenger Station Planning Design
p.277

Reduced Stiffness Criteria for the Safe Buckling Design of Thin Shells and its Numerical Validation
p.283

A Review on the Effects of Various Supplementary Cementitious Materials on Physical Properties of Hardened Concrete
p.287

Research on the Shrinkage Performance of Cement-Stabilized Base
p.292

Stochastic Perturbation Analysis of Deteriorated Structures
p.296

Strength Recovery of Lightweight Concrete under Elevated Temperature
p.300

Contribution from the Use of Alternative Materials in Concrete for Accessibility on Sidewalks
p.306

Novel Honeycomb-Microstructured Asphalt Composite Coatings for Sustainable Photocatalytic Application
p.310

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 905Research on the Shrinkage Performance of...

Research on the Shrinkage Performance of Cement-Stabilized Base

Abstract:

Shrinkage cracks in cement-stabilized macadam base are seriously influences performance of asphalt surface. Setting about cracking mechanism for transverse shrinkage crack for cement-stabilized macadam base, combined with theoretic analysis and outdoor test method, we shall study for the method for reduction of base crack. Samples with different dosage of cement were selected from test road, as well as select out corresponding parameter to make calculation. Analysis for finite element and outdoor test result indicated that suitable reduction for cement dosage and improvement for construction workmanship shall effectively reduce in crack creation for cement-stabilized macadam base.

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Periodical:

Advanced Materials Research (Volume 905)

Pages:

292-295

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.905.292

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Online since:

April 2014

Authors:

Yan Wang*, Xue Sun

Keywords:

Cement-Stabilized Macadam Base, Shrinkage Performance, Stress Analysis

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References

[1] R. Roque, D. R. Hiltunent, W. G. Buttlar: Thermal Cracking Performance and Design of Mixture Using Superpave[C]. Proceeding of AAPT, Vol. 64, 1995, 718-735.

Google Scholar

[2] South-east University: A Study on Reasonable Intensity Index and Reflecting Crack Prevention and Cure for Cement-treated Base[R]. (2006).

Google Scholar

[3] Hongchang WANG: Study on Two-stage Design of Semi-rigid Base Asphalt Pavements [D]. South-east University, Nanjing, (2005).

Google Scholar

[4] Ganchang WU and Gansheng ZHANG: Stress analysis on temperature shrinkage of asphalt pavement [J]. China Journal of Highway and Transport. 1996, 9(1): 37~44.

Google Scholar

[5] Ministry of Communications of the People's Republic of China: Highway Engineering Inorganic Combination Stabilization Material Test Regulation（JTJ 057-94）[S]. (1994).

Google Scholar

[6] George, K.P.: Minimizing Cracking in Cement-Treated Materials for Improved Performance[R]. RD123, Portland cement Association, (1999).

Google Scholar

[7] Ministry of transport-Denmark: Mechanistic Design of Semi-Rigid Pavements-An Incremental Approach [R], Danish Road institute, 2004: 5~8.

Google Scholar