Resilient modulus and microstructure of unsaturated expansive subgrade stabilized with activated fly ash-Reference-Cited by-同舟云学术

Resilient modulus and microstructure of unsaturated expansive subgrade stabilized with activated fly ash

Published:2019-08-26 Issue:8 Volume:15 Page:915-938
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Ikechukwu Aneke Frank¹^ORCID,Hassan M. Mostafa²,Moubarak A.³

Affiliation:

1. Department of Civil Engineering Science, University of Johannesburg, Johannesburg, South Africa

2. College of Agriculture, Engineering and Science Howard college Campus, University of KwaZulu-Natal, Durban, Republic of South Africa

3. Department of Civil Engineering, Suez Canal University, Ismailia, Egypt

Funder

University of Johannesburg

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1656919

Reference72 articles.

1. AASHTO, T. 2007. Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials, 307–399. Washington, DC: American Association of State Highway and Transportation Officials.

2. Behaviour and mineralogy changes in lime-treated expansive soil at 50°C

3. Aneke, F. I., F. N. Okonta, and F. Ntuli 2015. “Geotechnical Properties Of Marginal Highway Backfill Stabilized With Activated Fly Ash” PhD Thesis, Department of Civil Engneering Science And Built Envirnomental University of Johannesburg, Gauteng, South Africa.

4. ASTM C. 2018. “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan.” Annual Book of ASTM Standards Volume 402.

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