California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement-Reference-Cited by-同舟云学术

California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement

Published:2022-02 Issue:2 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Karimiazar Jafar¹,Sharifi Teshnizi Ebrahim²^ORCID,Mirzababaei Mehdi³^ORCID,Mahdad Masoud⁴^ORCID,Arjmandzadeh Reza⁵

Affiliation:

1. MSc. Student, M.Sc. Geotechnical Engineering, Dept. of Civil Engineering, Faculty of Engineering, Seraj Higher Education Institute, Tabriz 5137894797, Iran.

2. Research Assistant, Ph.D. Engineering Geology, Dept. of Geology, Faculty of Science, Ferdowsi Univ. of Mashhad, Mashhad 917751436, Iran. ORCID: .

3. Senior Lecturer, College of Engineering and Aviation, Central Queensland Univ., 120 Spencer St., Melbourne, VIC 3000, Australia (corresponding author). ORCID: .

4. MSc. Student, M.Sc. Civil Engineering, Dept. of Civil Engineering, Faculty of Engineering, Iran Univ. of Science and Technology, Tehran 1684613114, Iran. ORCID: .

5. Assistant Professor, Ph.D. Geology, Dept. of Geology, Payame Noor Univ., P. O. Box 19395-3697, Tehran 193954697, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004028

Reference61 articles.

1. AASHTO. 1993. Standard method of test for the California bearing ratio. Washington, DC: AASHTO.

2. Sustainability analysis of Tabriz subway tunnel;Akhgar M.;J. Civ. Eng. Urban.,2015

3. Expansive Soils

4. Urban geology of Tabriz City: Environmental and geological constraints

5. The effect of size and replacement content of nanosilica on strength development of cement treated residual soil

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