TY - JOUR
T1 - Evaluation of the geotechnical behaviour of a volcanic soil wall with additions of lime and cement against landslides
AU - Davila, C.
AU - Vera, R.
AU - Pacheco, L.
AU - Duran, G.
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2020/2/28
Y1 - 2020/2/28
N2 - 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.
AB - 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.
UR - https://www.scopus.com/pages/publications/85082108743
U2 - 10.1088/1757-899X/758/1/012083
DO - 10.1088/1757-899X/758/1/012083
M3 - Artículo de la conferencia
AN - SCOPUS:85082108743
SN - 1757-8981
VL - 758
JO - IOP Conference Series: Materials Science and Engineering
JF - IOP Conference Series: Materials Science and Engineering
IS - 1
M1 - 012083
T2 - 2019 7th International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2019
Y2 - 17 December 2019 through 18 December 2019
ER -