In this paper the differential quadrature method (DQM) is introduced into the analysis of one-dimensional nonlinear consolidation of multi-layered soil with partially drained boundaries and arbitrary loading condition. The effect of initial effective stress distribution is taken into account. The co
β¦ LIBER β¦
A state vector approach to the one dimensional consolidation of multi-layer soils
β Scribed by J.R.F. Burdett
- Publisher
- Elsevier Science
- Year
- 1977
- Tongue
- English
- Weight
- 656 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0045-7949
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