Obras y Proyectos: Revista de Ingeniería Civil: Recent submissions
Now showing items 21-40 of 213
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Application of InSAR deformation monitoring tools to study tailings dam failures
Obras y Proyectos; Núm. 31 (2022); 85-94. -
Research of relationship between light reflectance and surface moisture content in tailings samples using hyperspectral images
Obras y Proyectos; Núm. 31 (2022); 77-84. -
Geometric scaling of the granulometric curve of granular materials from mining activities
Obras y Proyectos; Núm. 31 (2022); 95-103. -
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
Obras y Proyectos; Núm. 31 (2022); 45-51. -
Effect of non-plastic fines on the undrained response of a tailings sand under high pressures
Obras y Proyectos; Núm. 32 (2022); 18-24. -
Numerical assessment of the seismic response of hillside buildings
Obras y Proyectos; Núm. 31 (2022); 67-76. -
Topographical, site and structure-soil-structure interaction effects. A case of study
Obras y Proyectos; Núm. 31 (2022); 59-67. -
Deep foundation with driven precast concrete piles and monitoring with Pile Driving Analyzer PDA
Obras y Proyectos; Núm. 31 (2022); 52-58. -
Use of retaining wall anchors as geothermal heat exchangers
Obras y Proyectos; Núm. 32 (2022); 6-17. -
The impact of considering the vertical seismic coefficient kv on the pseudostatic slope stability analysis of downstream tailings sand dams
Obras y Proyectos; Núm. 32 (2022); 25-33. -
Study of the correlation between uniaxial compressive strength and P-wave velocity in sandstone
Obras y Proyectos; Núm. 32 (2022); 41-53. -
At-rest pressure coefficient – Jáky 1944
Obras y Proyectos; Núm. 32 (2022); 34-40. -
Seismic vulnerability of the prefabricated Soviet great panel system in deteriorated and transformed buildings
Obras y Proyectos; Núm. 30 (2021); 60-73. -
Comparison of two optimization functionals for the control of monosymmetric structures subject to broad bandwidth earthquakes by means of two tuned liquid column dampers
Obras y Proyectos; Núm. 30 (2021); 50-59. -
Influence of key parameters of cyclic loading on the behaviour of chemically stabilized soil unreinforced and reinforced with fibres
Obras y Proyectos; Núm. 31 (2022); 29-34. -
Soil degradation evolution in Concepción for the El Maule earthquake 2010
Obras y Proyectos; Núm. 31 (2022); 8-15. -
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
Obras y Proyectos; Núm. 31 (2022); 35-44. -
Use of copper slag from an abandoned landfill in asphalt mixes
Obras y Proyectos; Núm. 30 (2021); 91-98. -
Static seismic design coefficients for tailings dam stability studies for Chilean subductive intraplate earthquakes
Obras y Proyectos; Núm. 31 (2022); 16-19. -
Coupled effect of confining stress and static shear in cyclic resistance of tailing sands
Obras y Proyectos; Núm. 31 (2022); 20-28.