Bearing Capacity Factors of Flat Base Footing by Finite Elements-Reference-Cited by-同舟云学术

Bearing Capacity Factors of Flat Base Footing by Finite Elements

Published:2022-08 Issue:8 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Phuor Ty¹^ORCID,Harahap Indra S. H.²,Ng Cheng Yee³^ORCID

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Faculty of Engineering, Ariel Univ., Ariel 40700, Israel; formerly, Ph.D. Scholar, Dept. of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Sri-Iskandar 32610, Malaysia (corresponding author). ORCID: .

2. Professional Lecturer Level-1, Dept. of Civil Engineering, Universitas Islam Indonesia, Yogyakarta 55584, Indonesia; former Associate Professor, Dept. of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Sri Iskandar 32610, Malaysia.

3. Senior Lecturer, Dept. of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Sri Iskandar 32610, Malaysia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002835

Reference88 articles.

1. Settlement of Circular and Ring Plates in Very Dense Calcareous Sands

2. Numerical evaluation of the bearing capacity factor of ring footings

3. Berezantsev, V. G. 1952. Axially symmetric problems of the theory of limiting equilibrium of granular material. Moscow: Gostekhizdat.

4. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

5. Booker, J. R. 1969. Application of theories of plasticity to cohesive frictional soils. Sydney, Australia: Sydney Univ.

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