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Authordc.contributor.authorHekmatnejad, Amin 
Authordc.contributor.authorEmery, Xavier 
Authordc.contributor.authorBrzovic, Andrés 
Authordc.contributor.authorSchachter, Paulina 
Authordc.contributor.authorVallejos Massa, Javier 
Admission datedc.date.accessioned2018-06-07T20:32:00Z
Available datedc.date.available2018-06-07T20:32:00Z
Publication datedc.date.issued2017
Cita de ítemdc.identifier.citationEngineering Geology 228 (2017) 97–106es_ES
Identifierdc.identifier.otherhttp://dx.doi.org/10.1016/j.enggeo.2017.07.012
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/148719
Abstractdc.description.abstractThis work addresses the problem of predicting the discontinuity intensity P32 (discontinuity area per unit volume of rock mass) in space and of quantifying the uncertainty in the true P32 values, using information from observed discontinuities intersecting boreholes. This problem is relevant in various fields of engineering, including mining applications, hydrocarbon extraction, groundwater modeling and civil works. The main idea is to calculate experimental P32 values for borehole segments (composites), based on a Terzaghi weighting of the discontinuities that intersect the boreholes. A validation exercise performed on simulated discrete fracture networks demonstrates that the calculated P32 values provide unbiased predictions of the true P32, at both global and local scales, and can therefore be used as experimental data for spatial interpolation purposes. By using geostatistical simulation techniques, the spatial prediction of the P32 and the corresponding measures of uncertainty can be obtained on a block-by-block basis. This methodology is applied to a data set from the El Teniente copper mine, Codelco-Chile. The objective is to map the expected values of the intensity of stockwork veins with a weak infill mineral assemblage and a typical thickness greater than 1 mm, which are referred to as weak veins. Confidence limits on this intensity and its probability of exceeding given critical values are also estimated. The quality of the prediction and of the uncertainty quantification is checked by leave-one-out crossvalidation. The resulting confidence limits and probability maps can be used as indicators to define geotechnical domains in the rock mass.es_ES
Patrocinadordc.description.sponsorshipCONICYT/ FONDECYT/REGULAR/N°1170101es_ES
Lenguagedc.language.isoenes_ES
Publisherdc.publisherElsevieres_ES
Type of licensedc.rightsAttribution-NonCommercial-NoDerivs 3.0 Chile*
Link to Licensedc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/*
Sourcedc.sourceEngineering Geologyes_ES
Keywordsdc.subjectDiscontinuity area per unit volumees_ES
Keywordsdc.subjectTerzaghi correctiones_ES
Keywordsdc.subjectGeostatistical simulationes_ES
Keywordsdc.subjectSpatial uncertaintyes_ES
Keywordsdc.subjectSpatial interpolationes_ES
Keywordsdc.subjectWeak veinses_ES
Títulodc.titleSpatial modeling of discontinuity intensity from borehole observations at El Teniente mine, Chilees_ES
Document typedc.typeArtículo de revista
Catalogueruchile.catalogadortjnes_ES
Indexationuchile.indexArtículo de publicación ISIes_ES


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Attribution-NonCommercial-NoDerivs 3.0 Chile
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivs 3.0 Chile