dc.creator | Davila, C. | |
dc.creator | Davila, C. | |
dc.creator | Vera, R. | |
dc.creator | Pacheco, L. | |
dc.creator | Duran, G. | |
dc.date.accessioned | 2020-04-27T15:10:23Z | |
dc.date.accessioned | 2024-05-07T01:02:32Z | |
dc.date.available | 2020-04-27T15:10:23Z | |
dc.date.available | 2024-05-07T01:02:32Z | |
dc.date.created | 2020-04-27T15:10:23Z | |
dc.date.issued | 2020-02-28 | |
dc.identifier | 17578981 | |
dc.identifier | 10.1088/1757-899X/758/1/012083 | |
dc.identifier | http://hdl.handle.net/10757/651794 | |
dc.identifier | IOP Conference Series: Materials Science and Engineering | |
dc.identifier | 2-s2.0-85082108743 | |
dc.identifier | SCOPUS_ID:85082108743 | |
dc.identifier | 0000 0001 2196 144X | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/9321020 | |
dc.description.abstract | The construction of earth walls can be a significant response to prevent the next landslides from reaching the road and avoid accidents. Therefore, a material of the same slope was used and reinforced with mixtures of lime and cement, with this same reinforced material a mechanically stabilized hypothetical earth wall (MSE) was developed. An analysis of the original slope was developed to check if there was a possible failure through its safety factor. Then, a hypothetical wall was developed with a floor reinforced with mixtures, in order to assess its overall safety factor and its maximum landslides. According to the results, in principle it was determined that the dosage M-3 / C-4-4 improves in a range of 30% to 37% the friction angle. In addition, it was found that a reinforced wall, that is to say with Lime and cement additions, presents a better behaviour. In its effect, its displacements are about 8 mm and have a global factor of 1.23. | |
dc.language | eng | |
dc.publisher | Institute of Physics Publishing | |
dc.relation | IOP Conference Series: Materials Science and Engineering | |
dc.relation | 1 | |
dc.relation | https://iopscience.iop.org/article/10.1088/1757-899X/758/1/012083 | |
dc.relation | 758 | |
dc.rights | http://creativecommons.org/licenses/by-nc-sa/4.0/ | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.rights | Attribution-NonCommercial-ShareAlike 4.0 International | |
dc.subject | Geotechnical behaviour | |
dc.subject | Volcanic soil | |
dc.subject | Lime | |
dc.subject | Landslides | |
dc.title | Evaluation of the geotechnical behaviour of a volcanic soil wall with additions of lime and cement against landslides | |
dc.type | info:eu-repo/semantics/article | |