Fatigue Life of Green Stabilized Fiber-Reinforced Sulfate-Rich Dispersive Soil

Author:

Consoli Nilo Cesar1ORCID,Festugato Lucas2ORCID,Miguel Gustavo Dias3ORCID,Moreira Eclesielter Batista3ORCID,Scheuermann Filho Hugo Carlos4

Affiliation:

1. Professor of Civil Engineering, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author). ORCID: .

2. Associate Professor, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

3. Ph.D. Candidate, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

4. Ph.D. Candidate, Graduate Program in Civil Engineering, Universidade Federal do Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference60 articles.

1. Swelling behavior of expansive shale

2. Awad M. A. 2002. “Identification of dispersive clays in Gaza strip area and filter effects on dam safety.” In Proc. 1st Int. Conf. on Scour of Foundations edited by H.-C. Chen and J.-L. Briaud 471–484. College Station TX: Texas Transportation Institution.

3. Carey B. 2014. “Understanding dispersive soils.” Accessed 1 2019. http://landcare.org.au/resources-links/achieving-soil-conservation-in-queensland/.

4. Field and laboratory behaviour of fine-grained soil stabilized with lime

5. Effect of Mellowing and Coal Fly Ash Addition on Behavior of Sulfate-Rich Dispersive Clay after Lime Stabilization

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