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The lateral walls of the mould and the reinforcement layout may lead to misleading results in the CBR tests. These conclusions were qualitatively corroborated by comparisons with the stress\u2013strain behaviour from triaxial tests. Considering its popularity in the design of roads, and to address limitations of the CBR test, a modified setup to carry out CBR tests of reinforced soil solutions is proposed. This setup aims to ensure that the reinforcement mechanisms mobilised during the CBR test are realistic.<\/jats:p>","DOI":"10.1007\/s40891-024-00524-8","type":"journal-article","created":{"date-parts":[[2024,3,13]],"date-time":"2024-03-13T20:24:33Z","timestamp":1710361473000},"update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":4,"title":["Evaluation of Penetration Resistance of Soils Reinforced with Geosynthetics Using CBR Tests"],"prefix":"10.1007","volume":"10","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2659-0876","authenticated-orcid":false,"given":"D. M.","family":"Carlos","sequence":"first","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0003-0808-6307","authenticated-orcid":false,"given":"M.","family":"Pinho-Lopes","sequence":"additional","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2390-4825","authenticated-orcid":false,"given":"M. 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She was not involved, at any stage, with handling nor peer review of the paper. Financial support has been acknowledged. The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.","order":2,"name":"Ethics","group":{"name":"EthicsHeading","label":"Conflict of Interest"}}],"article-number":"22"}}