| Proceedings | |
| Causes of Ground Settlements in Upper Reservoir of Hydro-Wind Plant of El Hierro and Method Implemented for Soil Improvement | |
| Rubio-Ordoñez, Ãlvaro1  Arias, Daniel2  Fernández-Baniela, Fabiola3  | |
| [1] Author to whom correspondence should be addressed.;Department of Geology, University of Oviedo, Jesús Arias de Velasco s/n, 33005 Oviedo, Spain;IDOM Consulting, Engineering, Architecture, S.A.U., Avda. Monasterio de El Escorial 4, 28049 Madrid, Spain | |
| 关键词: volcanic materials; residual soils; settlements; preloading; | |
| DOI : 10.3390/proceedings2231468 | |
| 学科分类:社会科学、人文和艺术(综合) | |
| 来源: mdpi | |
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【 摘 要 】
This article exposes one of the main engineering problems in the design and construction of the upper reservoir of El Hierro hydro-wind plant, relative to the high settlement of the bottom in the southeast area. The high settlements measured during the construction phase are consequence of the geological-geotechnical settings of the site, a natural depression of a volcanic crater occupied by highly deformable soils derived from the weathering of volcanic materials. Ground improvement was carried out by partial preloading (mobile dune), preceded by the execution of a trial embankment in the southeast area of the reservoir, where the greatest thickness of deformable soils was identified.
【 授权许可】
CC BY
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201910259566267ZK.pdf | 4848KB |
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