Assessing the Stress–Deformation and Safety Factor against Sliding in Reinforced Deep Urban Excavations in Unsaturated Soils-Reference-Cited by-同舟云学术

Assessing the Stress–Deformation and Safety Factor against Sliding in Reinforced Deep Urban Excavations in Unsaturated Soils

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Garakani Amir Akbari¹^ORCID,Pirjalili Ali²^ORCID,Yoosefi Siamak³^ORCID,Khoshghalb Arman⁴^ORCID

Affiliation:

1. Assistant Professor, Power Industry Structures Research Department, Niroo Research Institute, Tehran 1468617151, Iran (corresponding author). ORCID: .

2. Ph.D. Candidate in Geotechnical Engineering, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia. ORCID: .

3. M.Sc., Dept. of Civil and Environmental Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. ORCID: .

4. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9052

Reference55 articles.

1. A microstructurally based effective stress for unsaturated soils;Alonso E. E.;Géotechnique,2010

2. Ashrafi H. 2006. Principles and basics of excavation and support structures. [In Persian.] Tehran Iran: Dept. of Housing & Urban Development of Iran.

3. ASTM. 2016. Standard test method for measurement of soil potential (suction) using filter paper. ASTM D5298-16. West Conshohocken, PA: ASTM.

4. BHRC (Building and Housing Research Center). 2014. Iranian code of practice for seismic resistant design of buildings: Standard 2800. [In Persian.] 4th ed. Tehran, Iran: BHRC.

5. BHRC (Building and Housing Research Center). 2016. Iranian code of practice for foundation design. [In Persian.] Article No. 7. 3th ed. Tehran, Iran: BHRC.