Modelling of Strip Footing Problems Using Consistent Particle Method

Author:

Li Shi-Tong123,Koh Chan Ghee123,Chow Yean Khow123

Affiliation:

1. Formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore.

3. Emeritus Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore.

Publisher

American Society of Civil Engineers

Reference22 articles.

1. Chow Y. K. Li S. and Koh C. G. (2019). “A particle method for simulation of submarine landslides and mudflows.” Proc. 29th ISOPE Conf. Honolulu. Hawaii USA ISOPE-I-19-594.

2. On the Partial Difference Equations of Mathematical Physics

3. da Silva M. V. Krabbenhoft K. Lyamin A. V. and Sloan S. W. (2011). “Rigid-plastic large-plasticican analysis of geotechnical penetration problems.” Proc. 13th IACMAG Conf. Univ. of New South Wales Centre for Infrastructure Engineering and Safety New South Wales Australia Vol. 1 42–47.

4. Smoothed particle hydrodynamics: theory and application to non-spherical stars

5. An edge-based strain smoothing particle finite element method for large deformation problems in geotechnical engineering;Jin Y. F.;Int. J. Numer. Anal. Methods Geomech,2019

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