Detalhes bibliográficos
| Resumo: | Using realistic constitutive models for artificially cemented soils is advantageous in design. However, the price of that increased realism is often a more elaborate model, which is difficult to calibrate. A database of high quality triaxial tests on compacted cemented silty sand is used to calibrate and validate a generalized critical state bonded soil model. The exercise highlights the staged calibration procedure that is convenient in this kind of application. The calibration results have shown a direct relation between added yield strength and a well-established soil-cement mixture ratio, which facilitates the application of the model in design. It is shown that such relation can be also deduced from the analysis of unconfined compressive strength tests. |
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| Assunto: | Geotechnics, Civil engineering Geotecnia, Engenharia civil |
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| País: | Portugal |
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| Tipo de documento: | journal article |
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| Tipo de acesso: | Aberto |
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| Instituição associada: | Repositório Aberto da Universidade do Porto |
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| Idioma: | inglês |
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| Origem: | Repositório Aberto da Universidade do Porto |
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