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dc.contributor.authorCardenas, V.
dc.contributor.authorAgreda, N.
dc.contributor.authorVásquez, J.
dc.date.accessioned2022-08-05T13:46:30Z
dc.date.available2022-08-05T13:46:30Z
dc.date.issued2022-01-01
dc.identifier.issn02555476
dc.identifier.doi10.4028/p-64prg9
dc.identifier.urihttp://hdl.handle.net/10757/660547
dc.description.abstractCurrently there are different techniques of soil improvement. One of them is the gravel columns that is one of the most popular and profitable techniques for soil improvement. This method of breeding increases the physical and mechanical properties of the soils. However, it has limitations, because part of the aggregates in non-specific areas can generate settlement that affects the structure. In this study, it reduces the settlement of the gravel column by making a change in a certain percentage in its structure by a concrete that is not reinforced. Different heights of the concrete are visualized, in addition to having different variants such as columns that are next to the base, as well as the columns that are on the sandy ground. The research was carried out with the simple compression machine with the concept of unit cell. The yield of the hybrid columns (gravel and concrete) had a better yield which was 20% compared to the traditional gravel columns.es_PE
dc.formatapplication/htmles_PE
dc.language.isoenges_PE
dc.publisherTrans Tech Publications Ltdes_PE
dc.relation.urlhttps://www.scientific.net/MSF.1060.213es_PE
dc.rightsinfo:eu-repo/semantics/embargoedAccesses_PE
dc.subjectconcrete columnes_PE
dc.subjectGravel columnes_PE
dc.subjectimproved soil and settlementes_PE
dc.titleSettlement Comparison Research in Response to Gravel Columns with Concrete under a Distributed Vertical Dynamic Loades_PE
dc.typeinfo:eu-repo/semantics/articlees_PE
dc.identifier.eissn16629752
dc.identifier.journalMaterials Science Forumes_PE
dc.identifier.eid2-s2.0-85130623437
dc.identifier.scopusidSCOPUS_ID:85130623437
dc.source.journaltitleMaterials Science Forum
dc.source.volume1060 MSF
dc.source.beginpage213
dc.source.endpage218
dc.identifier.isni0000 0001 2196 144X


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