Discussion of “Expansive and Compressibility Behavior of Lime Stabilized Fiber-Reinforced Marine Clay” by Vihan Shenal Jayawardane, Vivi Anggraini, Endene Emmanuel, Lee Li Yong, and Mehdi Mirzababaei

Author:

Scheuermann Filho Hugo Carlos1ORCID,Dias Miguel Gustavo2ORCID,Linch Daronco João Victor3,Wink de Menezes Ricardo José4,Festugato Lucas5ORCID

Affiliation:

1. Ph.D. Student, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

2. Ph.D. Student, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author). ORCID: .

3. Master Student, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

4. Associate Professor, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

5. Associate Professor, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Analysis of C–S–H gel and cement paste by small-angle neutron scattering

2. Lime stabilization of clay minerals and soils

3. A critical appraisal of the role of clay mineralogy in lime stabilization;Cherian C.;Int. J. Geosynth. Ground Eng.,2015

4. Pozzolans and the Pozzolanic Reaction

5. Reaction of hydrated lime with pure clay minerals in soil stabilization;Eades J. L.;Highway Res. Board Bull.,1960

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