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...

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Bibliographic Details
Main Author: Tinoco, Joaquim Agostinho Barbosa (author)
Other Authors: Alberto, A. (author), Oliveira, P. J. Venda (author), Lemos, L. (author), Correia, A. Gomes (author)
Format: conferencePaper
Language:eng
Published: 2019
Subjects:
Soil-cement mixtures
Jet grouting
Deep soil mixing
Soft computing
Sensitivity analysis
Engenharia e Tecnologia::Engenharia Civil
Online Access:http://hdl.handle.net/1822/62865
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/62865

Internet

http://hdl.handle.net/1822/62865

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