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Laboratory Evaluation of Cement- and Lime-Treated Marginal Greywacke Aggregate

  • Published:2019-09 Issue:3 Volume:145 Page:04019027
  • ISSN:2573-5438
  • Container-title:Journal of Transportation Engineering, Part B: Pavements
  • language:en
  • Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Li Wentao1,Wilson Douglas J.2,Larkin Tam J.3,Black Philippa M.4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1010, New Zealand (corresponding author).

2. Senior Lecturer (Transportation), Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1010, New Zealand.

3. Senior Lecturer (Geomechanics), Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1010, New Zealand.

4. Professor Emeritus (Geology), School of Environment, Univ. of Auckland, Auckland 1010, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference40 articles.

1. Behaviour and mineralogy changes in lime-treated expansive soil at 20°C

2. Lime consumption of different clayey soils;Al-Mukhtar M.;Appl. Clay Sci.,2014

3. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman

4. Arnold G. 2004. “Rutting of granular pavements.” Ph.D. thesis Dept. of Civil Engineering Univ. of Nottingham.

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