Long-Term Elastoviscoplastic Behavior of Fly Ash–Blended Indian Montmorillonite Clay in Oedometer Conditions-Reference-Cited by-同舟云学术

Long-Term Elastoviscoplastic Behavior of Fly Ash–Blended Indian Montmorillonite Clay in Oedometer Conditions

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Johnson Singh Moirangthem¹,Feng Weiqiang²^ORCID,Xu Dong-sheng³,Dubey Mrigendra⁴,Borana Lalit⁵^ORCID

Affiliation:

1. Doctoral Student, Discipline of Civil Engineering, Indian Institute of Technology, Indore 453552, Madhya Pradesh, India.

2. Assistant Professor, Dept. of Ocean Sciences and Engineering, Southern Univ. of Science and Technology, 1088 Xueyuan Ave., Shenzhen 518055, People's Republic of China. ORCID: .

3. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 1040 Heping Ave., Wuchang Qu, Wuhan Shi, Hubei Sheng 430070, People's Republic of China.

4. Assistant Professor, Indian Institute of Technology, Indore 453552, Madhya Pradesh, India.

5. Assistant Professor, Indian Institute of Technology, Indore 453552, Madhya Pradesh, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002290

Reference70 articles.

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2. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 Ft-lbf/ft3 (600 KN-m/m3)) 2014

3. Characterization and Engineering Properties of Dry and Ponded Class-F Fly Ash

4. The Effects of High Alkaline Fly Ash on Strength Behaviour of a Cohesive Soil

5. The long-term performance of two fly ash stabilized fine-grained soil subbases

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