Stability Analysis of Geosynthetic-Reinforced Shallow Foundations with a Lower-Bound FELA Approach Adopting the Nonassociated Plastic Flow Rule-Reference-Cited by-同舟云学术

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Stability Analysis of Geosynthetic-Reinforced Shallow Foundations with a Lower-Bound FELA Approach Adopting the Nonassociated Plastic Flow Rule

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hosseini Maryam¹,Yaghoobi Behnaz¹,Ranjbar Payam Zanganeh²^ORCID,Payan Meghdad³^ORCID,Chenari Reza Jamshidi⁴^ORCID

Affiliation:

1. M.Sc. Student, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran (corresponding author). ORCID: .

4. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Guilan, Rasht 4199613776, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002636

Reference51 articles.

1. Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures

2. Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench

3. Bearing capacity of strip footings by incorporating a non-associated flow rule in lower bound limit analysis

4. Bearing Capacity of Strip Foundations in Reinforced Soils

5. Bearing capacity of circular foundations reinforced with geogrid sheets

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4. Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay;Geosynthetics International;2024-01-17

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