No. 31 (2022)

View No. 31 (2022)

Published: 2022-06-29

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Articles

Soil degradation evolution in Concepción for the El Maule earthquake 2010

Rubén Ramos, G. Rodolfo Saragoni

8-15
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Static seismic design coefficients for tailings dam stability studies for Chilean subductive intraplate earthquakes

Rodolfo Saragoni, Bastián Garrido

16-19
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Coupled effect of confining stress and static shear in cyclic resistance of tailing sands

Marcelo Vargas, Ramón Verdugo

20-28
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Influence of key parameters of cyclic loading on the behaviour of chemically stabilized soil unreinforced and reinforced with fibres

Jorge A. Villarroel-Ortega, Antonio A.S. Correia, Paulo J. Venda Oliveira, Luís J.L. Lemos

29-34
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Analysis of the variability in the assessment of the liquefaction potential due to the use of different in situ tests, versions of the simplified procedure and input parameters

Natalia Guerrero Castro, Felipe Kuncar, Catalina Mancilla, Óscar Taiba

35-44
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Application of geostatistical models to dynamic cone tests DPSH Grizzly® data carried out in potentially liquefiable soils in the northern sector of Punta Arenas city

Pablo Villarroel, Ramón Carrasco

45-51
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Deep foundation with driven precast concrete piles and monitoring with Pile Driving Analyzer PDA

Nicolás Tapia, Matías Cuitiño, Aldo Guzmán

52-58
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Topographical, site and structure-soil-structure interaction effects. A case of study

Julio Sucasaca, Esteban Sáez

59-67
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Numerical assessment of the seismic response of hillside buildings

Miguel A. Gómez, Juan C. Vielma, Edgar G. Díaz-Segura

67-76
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Research of relationship between light reflectance and surface moisture content in tailings samples using hyperspectral images

Monserrat Sánchez, Gonzalo Suazo, Víctor Araya, Gabriel Villavicencio

77-84
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Application of InSAR deformation monitoring tools to study tailings dam failures

Sebastián Olguín, Víctor Araya, Gonzalo Suazo Fuentealba, Gabriel Villavicencio

85-94
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Geometric scaling of the granulometric curve of granular materials from mining activities

Juan Sanabria, Alberto Jaime

95-103
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