DE
Académico · Postgrado UdeC
DANIELLA ELOÍSA ESCRIBANO LEIVA
Doctor of Philosophy
University of Bristol
describano@udec.cl-
Effects of Signal Filtering on Shear Wave Velocity in Soils
MECHANISMS AND MACHINE SCIENCE 2026 ARTÍCULO CONFERENCIA_REV SCOPUS AUTOR
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Using a smartphone device to quantify particle size and shape descriptors
ACTA GEOTECHNICA 2025 ARTÍCULO WOS - SCOPUS AUTOR
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Lignocellulosic Industrial Waste as a Substitute for Virgin Hemp for a More Sustainable Hempcrete Material
BUILDINGS 2025 ARTÍCULO WOS - SCOPUS AUTOR
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Two-dimensional nonlinear dynamic analysis of a liquefaction case history considering spatial variability and long-duration megathrust earthquakes
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 2024 ARTÍCULO WOS - SCOPUS AUTOR
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Analysis of wood fly ash as sustainable alternative to cement replacement on concrete
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING SUSTAINABILITY 2024 ARTÍCULO WOS - SCOPUS AUTOR
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Proceedings of the17th Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVII PCSMGE)
SIN REVISTA 2024 ARTÍCULO CONFERENCIA_LIBRO AUTOR -
Numerical Modelling of Liquefaction-Induced Settlements of Case History From the 8.8 Mw 2010 Maule Earthquake
SIN REVISTA 2024 ARTÍCULO CONFERENCIA_LIBRO AUTOR -
Chilean liquefaction case history database
EARTHQUAKE SPECTRA 2022 ARTÍCULO WOS - SCOPUS AUTOR
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Experimental evaluation of the effect of soil water fluctuations in the dynamic behavior of machines
SN APPLIED SCIENCES 2021 ARTÍCULO EMERGENTE AUTOR
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Local and Global Volumetric Strain Comparison in Sand Specimens Subjected to Drained Cyclic and Monotonic Triaxial Compression Loading
GEOTECHNICAL TESTING JOURNAL 2019 ARTÍCULO WOS - SCOPUS AUTOR
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Stability of scour protection due to earthquake-induced liquefaction: Centrifuge modelling
COASTAL ENGINEERING 2017 ARTÍCULO WOS - SCOPUS AUTOR
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Memory Surface Hardening Model for Granular Soils under Repeated Loading Conditions
JOURNAL OF ENGINEERING MECHANICS 2016 ARTÍCULO WOS - SCOPUS AUTOR
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Changing anisotropy of G0 in Hostun sand during drained monotonic and cyclic loading
SOILS AND FOUNDATIONS 2015 ARTÍCULO WOS - SCOPUS AUTOR