Data-driven approach to predict unconfined compression strength of laboratory soil stabilized with cementitious binders
Uniaxial compressive strength (qu) of soil stabilized with cementitious binders is a key feature for design purposes. However, its measurement requires extensive laboratory tests, which is time and resources consuming. Accordingly, aiming to make this process faster and cheaper, this paper presents...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2019
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/62865 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/62865 |