{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,12,1]],"date-time":"2025-12-01T11:05:00Z","timestamp":1764587100722,"version":"3.37.3"},"reference-count":0,"publisher":"IOS Press","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2009]]},"abstract":"<jats:p>The effective shear strength of overconsolidated soils (OCR&amp;ge;3) without cementation among particles or aggregates of particles is frequently described in terms of the cohesion and the angle of internal friction. An alternative, that is more consistent with the physical behaviour of these materials when sheared (a frictional behaviour) and which is strictly related to the volumetric strains, makes use of the angle of dilatancy and the effective angle of friction.<\/jats:p>","DOI":"10.3233\/978-1-60750-031-5-147","type":"book-chapter","created":{"date-parts":[[2025,2,24]],"date-time":"2025-02-24T13:43:21Z","timestamp":1740404601000},"source":"Crossref","is-referenced-by-count":2,"title":["The experimental determination of the angle of dilatancy in soils"],"prefix":"10.3233","author":[{"family":"Maranha J.R.","sequence":"additional","affiliation":[]},{"family":"Maranha das Neves E.","sequence":"additional","affiliation":[]}],"member":"7437","container-title":["Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering"],"original-title":[],"deposited":{"date-parts":[[2025,2,24]],"date-time":"2025-02-24T14:08:33Z","timestamp":1740406113000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.medra.org\/servlet\/aliasResolver?alias=iospressISBN&isbn=978-1-60750-031-5&spage=147"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2009]]},"references-count":0,"URL":"https:\/\/doi.org\/10.3233\/978-1-60750-031-5-147","relation":{},"subject":[],"published":{"date-parts":[[2009]]}}}