This paper presents a general one-dimensional (1-D) finite element (FE) procedure for a highly non-linear 1-D elastic visco-plastic (1-D EVP) model proposed by Yin and Graham for consolidation analysis of layered clay soils. In formulating the 1-D FE procedure, a trapezoidal formula is used to avoid
Finite element analysis of footings on layered soils
โ Scribed by A.M. Hanna
- Publisher
- Elsevier Science
- Year
- 1987
- Weight
- 424 KB
- Volume
- 9
- Category
- Article
- ISSN
- 0270-0255
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