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A finite element method for consolidation of clay

โœ Scribed by Claes Johnson


Publisher
Elsevier Science
Year
1978
Tongue
English
Weight
466 KB
Volume
16
Category
Article
ISSN
0045-7825

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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