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Development of the skew boundary condition for soil-structure interaction in three-dimensional finite element analysis

  • Published:2021-09 Issue: Volume:137 Page:104264
  • ISSN:0266-352X
  • Container-title:Computers and Geotechnics
  • language:en
  • Short-container-title:Computers and Geotechnics

Author:

Phuor Ty,Harahap Indra S.H.,Ng C.Y.,Al-Bared M.A.M.

Funder

Universiti Teknologi PETRONAS

Yayasan UTP

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference58 articles.

1. Balmes, E., 2018. Structural dynamics toolbox & FEMLink (for use with MATLAB). User’s Guid.

2. An isoparametric joint/interface element for finite element analysis;Beer;Int. J. Numer. Methods Eng.,1985

3. Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil;Bolton;Can. Geotech. J.,1993

4. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations;Cai;Int. J. Rock Mech. Min. Sci.,2007

5. Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis;Chakraborty;Can. Geotech. J.,2015

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