Hybrid and enhanced finite element methods for problems of soil consolidation
10.1002/nme.1745
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2021
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sg-nus-scholar.10635-2111572024-04-03T09:07:47Z Hybrid and enhanced finite element methods for problems of soil consolidation Zhou, XX Chow, YK Leung, CF CIVIL AND ENVIRONMENTAL ENGINEERING Science & Technology Technology Physical Sciences Engineering, Multidisciplinary Mathematics, Interdisciplinary Applications Engineering Mathematics hybrid finite element enhanced finite element pore pressure oscillation consolidation of soils RATIONAL APPROACH ASSUMED STRAIN NONLINEAR PROBLEMS POROELASTIC BEAMS AXIAL DIFFUSION EQUIVALENCE FOUNDATIONS FORMULATION ELASTICITY PRINCIPLE 10.1002/nme.1745 INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING 69 2 221-249 IJNMB 2021-12-20T08:25:35Z 2021-12-20T08:25:35Z 2007-01-08 2021-12-19T04:11:21Z Article Zhou, XX, Chow, YK, Leung, CF (2007-01-08). Hybrid and enhanced finite element methods for problems of soil consolidation. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING 69 (2) : 221-249. ScholarBank@NUS Repository. https://doi.org/10.1002/nme.1745 00295981 10970207 https://scholarbank.nus.edu.sg/handle/10635/211157 000243475900001 en WILEY Elements |
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National University of Singapore |
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Asia |
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Singapore Singapore |
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English |
| topic |
Science & Technology Technology Physical Sciences Engineering, Multidisciplinary Mathematics, Interdisciplinary Applications Engineering Mathematics hybrid finite element enhanced finite element pore pressure oscillation consolidation of soils RATIONAL APPROACH ASSUMED STRAIN NONLINEAR PROBLEMS POROELASTIC BEAMS AXIAL DIFFUSION EQUIVALENCE FOUNDATIONS FORMULATION ELASTICITY PRINCIPLE |
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Science & Technology Technology Physical Sciences Engineering, Multidisciplinary Mathematics, Interdisciplinary Applications Engineering Mathematics hybrid finite element enhanced finite element pore pressure oscillation consolidation of soils RATIONAL APPROACH ASSUMED STRAIN NONLINEAR PROBLEMS POROELASTIC BEAMS AXIAL DIFFUSION EQUIVALENCE FOUNDATIONS FORMULATION ELASTICITY PRINCIPLE Zhou, XX Chow, YK Leung, CF Hybrid and enhanced finite element methods for problems of soil consolidation |
| description |
10.1002/nme.1745 |
| author2 |
CIVIL AND ENVIRONMENTAL ENGINEERING |
| author_facet |
CIVIL AND ENVIRONMENTAL ENGINEERING Zhou, XX Chow, YK Leung, CF |
| format |
Article |
| author |
Zhou, XX Chow, YK Leung, CF |
| author_sort |
Zhou, XX |
| title |
Hybrid and enhanced finite element methods for problems of soil consolidation |
| title_short |
Hybrid and enhanced finite element methods for problems of soil consolidation |
| title_full |
Hybrid and enhanced finite element methods for problems of soil consolidation |
| title_fullStr |
Hybrid and enhanced finite element methods for problems of soil consolidation |
| title_full_unstemmed |
Hybrid and enhanced finite element methods for problems of soil consolidation |
| title_sort |
hybrid and enhanced finite element methods for problems of soil consolidation |
| publisher |
WILEY |
| publishDate |
2021 |
| url |
https://scholarbank.nus.edu.sg/handle/10635/211157 |
| _version_ |
1795374839210442752 |