dc.creatorMaurizio, Cabrera Barrionuevo
dc.creatorAguilar Jean Pierre, Dominguez
dc.creatorLidia, Pacheco Miranda
dc.date.accessioned2021-06-08T13:15:21Z
dc.date.accessioned2024-05-07T02:11:06Z
dc.date.available2021-06-08T13:15:21Z
dc.date.available2024-05-07T02:11:06Z
dc.date.created2021-06-08T13:15:21Z
dc.date.issued2020-09-30
dc.identifier10.1109/CONIITI51147.2020.9240238
dc.identifierhttp://hdl.handle.net/10757/656411
dc.identifier2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier2-s2.0-85096601265
dc.identifierSCOPUS_ID:85096601265
dc.identifier0000 0001 2196 144X
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9325436
dc.description.abstractThis article describes consolidated Direct Cut tests not drained in the laboratory, carried out on samples of volcanic sand from Arequipa, Peru. The samples were tested for maximum dry density and optimal moisture content; Furthermore, they were reinforced with polypropylene fibers and cement. The samples were reinforced with 0.5% cement with respect to the dry weight of the sample soil and tested at 3 days. The added polypropylene fiber has dimensions of 48 mm wide with 1.2855 mm long and 0.3325 mm thick, and they were used in different percentages regarding the dry weight of the soil sample (0.25% -0.75% -1.00% -1.25%). The results of the tests indicated that the addition of polypropylene fibers together with the cement increases the resistance to cut proportionally to the amount of fiber up to 1% of fiber, this being the best result obtained, decreasing the resistance as the percentage of polypropylene fiber.
dc.languageeng
dc.publisherInstitute of Electrical and Electronics Engineers Inc.
dc.relationhttps://ieeexplore.ieee.org/document/9240238
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.source2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.subjectangle of friction
dc.subjectCohesion
dc.subjectMaximum dry density
dc.subjectShear direct
dc.subjectvolcanic sand
dc.titleMechanical behavior direct shear a volcanic sand reinforced with polypropylene fiber and cement
dc.typeinfo:eu-repo/semantics/article


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