This paper presents an effective stress-based numerical model, which can be used to obtain pore pressure build up and consequent loss of soil strength due to earthquake-induced shaking. The main advantage of the new method is that it needs few model parameters compared to many existing effective str
β¦ LIBER β¦
A rational theory for predicting soil liquefaction
β Scribed by Mehmet A. Sherif; Isao Ishibashi
- Publisher
- Elsevier Science
- Year
- 1982
- Weight
- 780 KB
- Volume
- 1
- Category
- Article
- ISSN
- 0261-7277
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