Análisis del riesgo kárstico en medios urbanos asentados sobre depósitos aluviales cementados (mallacán) en la Cuenca del Ebro (España)
Active karst processes in urban settings can represent a significative hazard for the population and to buildings and other facilities. In this work, an integrated analysis by means of geophysical survey, surficial analysis and geomechanical tests is presented. The obtained results permit to identif...
| Autores: | , , , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2013 |
| País: | España |
| Institución: | Universidad de Huelva (UHU) |
| Repositorio: | Arias Montano. Repositorio Institucional de la Universidad de Huelva |
| Idioma: | español |
| OAI Identifier: | oai:ariasmontano.uhu.es:10272/8777 |
| Acceso en línea: | http://hdl.handle.net/10272/8777 |
| Access Level: | acceso abierto |
| Palabra clave: | Karst Hazard Geomechanical analysis GPR Riesgo Análisis geomecánico |
| Sumario: | Active karst processes in urban settings can represent a significative hazard for the population and to buildings and other facilities. In this work, an integrated analysis by means of geophysical survey, surficial analysis and geomechanical tests is presented. The obtained results permit to identify a collapsed geometry where the more sudden hazards are related to the noncollapsed marginal areas of the sinkhole. The geomechanical tests show a high alluvial resistance due to the partial carbonatic cementation with apparent higher stability. However, cementation allows the individualization and the propagation of underground cavities up to near-surface levels being the highest hazard to be analyzed in these contexts |
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