Finite layer analysis of the behaviour of a raft on a consolidating soil
โ Scribed by J. C. Small; B. Q. Zhang
- Publisher
- John Wiley and Sons
- Year
- 1994
- Tongue
- English
- Weight
- 677 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0363-9061
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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
A method is presented for obtaining the consolidation behaviour of a layered soil subjected to strip, circular, or rectangular surface loadings, or subjected to fluid withdrawal due to pumping. The solution method involves applying a Fourier or Hankel transform to the field quantities along with a L