Simplified Model for Interpretation of Undrained Shear-Strength from Field-Vane Tests in Transient Soils-Reference-Cited by-同舟云学术

Simplified Model for Interpretation of Undrained Shear-Strength from Field-Vane Tests in Transient Soils

Published:2020-06 Issue:6 Volume:146 Page:04020043
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Forcelini Mateus¹^ORCID,Maghous Samir²,Schnaid Fernando²,Schaedler de Almeida Felipe³^ORCID

Affiliation:

1. Ph.D. Student, Postgraduate Program in Civil Engineering, Federal Univ. of Rio Grande do Sul, 99 Osvaldo Aranha Ave., CEP 90035-190, Porto Alegre, RS, Brazil (corresponding author). ORCID: .

2. Professor, Postgraduate Program in Civil Engineering, Federal Univ. of Rio Grande do Sul, 99 Osvaldo Aranha Ave., CEP 90035-190, Porto Alegre, RS, Brazil.

3. Professor, Postgraduate Program in Civil Engineering, Federal Univ. of Rio Grande do Sul, 99 Osvaldo Aranha Ave., CEP 90035-190, Porto Alegre, RS, Brazil. ORCID:

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.1943-5606.0002272

Reference40 articles.

1. Bedin J. 2006. “Interpretação de ensaios de piezocone em resíduos de bauxita [Interpretation of piezocone test in bauxite residues].” [In Portuguese.] M.Sc. dissertation Dept. of Civil Engineering Federal Univ. of Rio Grande do Sul.

2. General Theory of Three‐Dimensional Consolidation

3. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

4. A Note on Field Vane Testing of Silty Soils

5. Cone penetration-induced pore pressure distribution and dissipation

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