The paper presents a mathematical model for the deformation of soil under irregular cyclic loading in the simple-shear conditions. The model includes the possible change in the effective pressure in saturated soil due to the cyclic shearing, the reciprocal influence of the effective pressure on the
โฆ LIBER โฆ
Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction
โ Scribed by Konstantinos I. Andrianopoulos; Achilleas G. Papadimitriou; George D. Bouckovalas
- Publisher
- John Wiley and Sons
- Year
- 2009
- Tongue
- English
- Weight
- 829 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.875
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