Effects of fines content and maximum particle size on mechanical properties and saturated hydraulic conductivity of recycled concrete aggregates for unbound roadbed materials in Vietnam

Author:

Thai Hong Nam1,Kato Akira2,Nguyen Hoang Giang3,Nguyen Tien Dung3,Tong Ton Kien3,Nguyen Van Tuan3,Uchimura Taro2,Maki Takeshi2,Kawamoto Ken1

Affiliation:

1. Graduate School of Science and Engineering, Saitama University, Saitama, Japan; National University of Civil Engineering, Hanoi, Vietnam.

2. Graduate School of Science and Engineering, Saitama University, Saitama, Japan.

3. National University of Civil Engineering, Hanoi, Vietnam.

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference22 articles.

1. 1) ASTM D2334-68 (2006): Standard test method for permeability of granular soils (constant head).

2. 2) Babic, B., Prager, A., and Rukavina, T. (2000): Effect of fine particles on some characteristics of granular base courses, Materials and structures, 33, 419-424.

3. 3) Chaulagai, R., Osouli, A., Slam, S., Tutumluer, E., Beshears, S., Shoup, H., and Bay, M. (2017): Influence of Maximum Particle Size, Fines Content, and Dust Ratio on the Behavior of Base and Subbase Coarse Aggregates, Journal of the Transportation Research Board, 2655, 20-26.

4. 4) Fattah, M.Y., Hilal, M.H., and Flyeh, H.B. (2016): Effect of fine material on compaction characteristics of subbase material using the Superpave Gyratory Compactor, Int. J. Civil Engineering and Technology, 7(5), 466–476.

5. 5) Gandara, I.A., Kancherla, A., Alvarado, G., Nazarian, S. and Scullion T., (2005): Impact of aggregate gradation on base material performance, Report No TX-0-4358-2, Research Project TX-0-4358 Materials, Specifications, and Construction Techniques for High Performance Flexible Bases.

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