Analytical Model of an Anchored Wall in Creep Soils-Reference-Cited by-同舟云学术

Analytical Model of an Anchored Wall in Creep Soils

Published:2020-04 Issue:4 Volume:20 Page:04020027
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Montero-Cubillo Natalia S.¹^ORCID,Galindo-Aires Rubén A.²,Serrano-González Alcibíades³,Olalla-Marañón Claudio⁴,Simic-Sureda Francisco D.⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Geotechnical Engineering, Civil Engineering School, Technical Univ. of Madrid, 28040 Madrid, Spain (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Geotechnical Engineering, Civil Engineering School, Technical Univ. of Madrid, 28040 Madrid, Spain.

3. Emeritus Professor, Dept. of Geotechnical Engineering, Civil Engineering School, Technical Univ. of Madrid, 28040 Madrid, Spain.

4. Professor, Dept. of Geotechnical Engineering, Civil Engineering School, Technical Univ. of Madrid, 28040 Madrid, Spain.

5. Head of Geotechnical Dept., Ferrovial-Agroman, 42 Calle de la Ribera del Loira, 28042 Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001634

Reference56 articles.

1. A Constitutive Equation for Normally Consolidated Clay

2. Consolidation of Clay with Non-linear Viscosity

3. Double‐Yield‐Surface Model. II: Implementation and Verification

4. Borowicka H. 1936. “The influence of rigidity of a circular foundation slab on the distribution of pressures over contact surface.” In Vol. 2 of Proc. 1st Int. Conf. on Soil Mechanics and Foundation Engineering 144–149. Cambridge MA: Harvard Univ.

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