Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag-Reference-Cited by-同舟云学术

Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag

Published:2020-07 Issue:7 Volume:146 Page:06020008
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Wentao¹,Yi Yaolin²^ORCID,Puppala Anand J.³

Affiliation:

1. Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

2. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798 (corresponding author). ORCID: .

3. A.P. Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002292

Reference44 articles.

1. Effect of lime and fly ash on swelling percentage and Atterberg limits of sulfate-bearing clay

2. Assessment of Sulfate-Induced Swell in Stabilized Dredged Material: Is Ettringite Always a Problem?

3. Evaluation of UAV–CRP data for monitoring transportation infrastructure constructed over expansive soils;Congress S. S. C.;Indian Geotech. J.,2019

4. Stabilized Dredged Material. II: Geomechanical Behavior

5. Influence of slag chemistry on the hydration of alkali-activated blast-furnace slag — Part I: Effect of MgO

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