Two-Phase Approach for the Analysis of Laterally Loaded Pile Groups in Sandy Soils-Reference-Cited by-同舟云学术

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Two-Phase Approach for the Analysis of Laterally Loaded Pile Groups in Sandy Soils

Published:2020-10 Issue:10 Volume:20 Page:04020182
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nazeran Navid¹^ORCID,Seyedi Hosseininia Ehsan²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Mashhad 9177943369, Iran. ORCID: .

2. Associate Professor, ASCE Affiliate member, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, P.O. Box: 91775-11111, Mashhad 9177943369, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001821

Reference62 articles.

1. A Cosserat continuum model for layered materials

2. Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction

3. The strength and dilatancy of sands

4. Finite element simulations of the behavior of piled-raft foundations using a multiphase model

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