Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis

Author:

Phuor Ty1ORCID,Harahap Indra S. H.2,Ng Cheng-Yee3

Affiliation:

1. Post-Doctoral Researcher, School of Mechanical Engineering, Hanyang Univ., Seoul 04763, Korea; Former 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference55 articles.

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2. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion

3. Nonlinear analysis of viscoelastic micro-composite beam with geometrical imperfection using FEM: MSGT electro-magneto-elastic bending, buckling and vibration solutions;Alimirzaei S.;Struct. Eng. Mech.,2019

4. Balmes, E. 2018. Structural dynamics toolbox & FEMLink (for use with MATLAB). Paris: SDTools.

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

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