Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions-Reference-Cited by-同舟云学术

Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yazdandoust Majid¹^ORCID,Mollaei Reza²,Askari Faradjollah³

Affiliation:

1. Dept. of Civil Engineering, Univ. of Qom, Qom 3716146611, Iran (corresponding author). ORCID: .

2. Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Tehran 1477893855, Iran.

3. Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), Tehran 1953714453, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9762

Reference60 articles.

1. Shear moduli and damping factors of earth dam;Abdel-Ghaffar A. M.;J. Geotech. Eng. Div.,1979

2. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken PA: ASTM.

3. Barar, O., G. Y. Felio, M. Vucetic, and R. Chapman. 1990. “Performance of soil nailed walls during the October 17, 1989, Loma Prieta earthquake.” In Proc., Forty-Third Canadian Geotechnical Conf., 165–173. Ottawa, ON: Canadian Science Publishing.

4. Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface;Baziar M. H.;Géotechnique,2021

5. Bhattacharya, S., D. Lombardi, L. Dihoru, M. S. Dietz, A. J. Crewe, and C. A. Taylor. 2011. “Model container design for soil–structure interaction studies.” In Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering, Geotechnical, Geological, and Earthquake Engineering, Vol. 22, edited by M. Fardis and Z. Rakicevic, 135–158. Dordrecht: Springer. https://doi.org/10.1007/978-94-007-1977-4_8.