Failure Mechanism of Helical Anchors in Sand by Centrifuge Modeling and PIV-Reference-Cited by-同舟云学术

Failure Mechanism of Helical Anchors in Sand by Centrifuge Modeling and PIV

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Salehzadeh Hossein¹^ORCID,Nuri Hamed²^ORCID,Rafsanjani Ali Akbar Heshmati³^ORCID

Affiliation:

1. Associate Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 1684613114, Iran (corresponding author). ORCID: .

2. Ph.D. Candidate, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 1684613114, Iran. ORCID: .

3. Assistant Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 1684613114, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002422

Reference63 articles.

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2. Ashegh M. M. Emam F. Kaviani and K. Fakharian. 2014. “Modeling undrained compressive and tensile behavior of Firoozkooh sand using a critical state model.” [In Persian.] In Proc. 8th National Congress on Civil Engineering. Babol Iran: Babol Noshiravani Univ. of Technology.

3. Mitigation of surface impact loading effects on the underground structures with geofoam barrier: Centrifuge modeling

4. Helical anchors: Application and design criteria;Bobbitt D. E.;Southeast Asian Geotech. Conf.,1987

5. The strength and dilatancy of sands

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