Effect evaluation of freeze-thaw on resilient modulus of unsaturated granular base course material in pavement

Author:

Ishikawa Tatsuya,Lin Tianshu,Kawabata Shinichiro,Kameyama Shuichi,Tokoro Tetsuya

Funder

Grant-in-Aid for Scientific Research

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference50 articles.

1. AASTHO 2003. Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials (AASTHO Designation T 307-99), Standard Specifications for Transportation Materials and Methods of Sampling and Testing, T307-1-T-307-41.

2. AASHTO 2008. Mechanistic-Empirical Pavement Design Guide: A Manual of Practice, Washington.

3. Resilient modulus of base course materials;Abe;Asphalt,1994

4. Stain characteristics of asphalt pavements in cold, snowy regions during the midwinter and thawing seasons;Abe;J Pavement Eng,2009

5. Frost heave process of porous materials and its macroscopic ice lens initiation mechanism;Akagawa;J Japan Soc Snow Ice,2004

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