Using the shakedown theory to study the cyclic behaviour of an unreinforced and fibre-reinforced stabilized soft soil-Reference-Cited by-同舟云学术

Using the shakedown theory to study the cyclic behaviour of an unreinforced and fibre-reinforced stabilized soft soil

Published:2024-03-15 Issue:3 Volume:18 Page:332-343
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Martins Ligia A.¹^ORCID,Correia António A.S.²,Venda Oliveira Paulo J.³,Lemos Luis J. L.⁴

Affiliation:

1. Department of Civil Engineering, University of Coimbra, Coimbra, Portugal

2. Department of Civil Engineering, University of Coimbra, CERES, Coimbra, Portugal

3. Department of Civil Engineering, University of Coimbra, ISISE, ARISE, Coimbra, Portugal

4. Department of Civil Engineering, University of Coimbra, CGeo, Coimbra, Portugal

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2359816

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4. ASTM-D2487. 1998. ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International.

5. Axelsson, K., S.-E. Johansson, and R. Anderson. 2002. Stabilization of Organic Soils by Cement and Puzzolanic Reactions - Feasibility Study in Swedish Deep Stabilization Research Centre, (Ed) 1–51. Linköping, Sweden: 3: Swedish Deep Stabilization Research Centre.