This paper presents a "nite element procedure for the analysis of consolidation of layered soils with vertical drain using general one-dimensional (1-D) constitutive models. In formulating the "nite element procedure, a Newton}Cotes-type integration formula is used to avoid the unsymmetry of the sti
โฆ LIBER โฆ
Finite element analysis of viscoplastic soils with Q-factor
โ Scribed by O.K. Gyebi; G. Dasgupta
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 501 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0267-7261
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