| Title: | Analysis of a dilatometer test in over-consolidated sediments, basin of the Duero river, Spain |
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| Authors: | ID Escolano Sánchez, Félix (Author)
ID Bueno Aguado, Manuel (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder) |
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| Files: |  Acta_geotechnica_Slovenica_2015_Escolano_Sanchez,_Bueno_Aguado_Analysis_of_a_dilatometer_test_in_over-consolidated_sediments,_basin_of_t.pdf (409,71 KB)
MD5: A1C2DA40B4265E3E3786479E5A4DBE6D
PID: 20.500.12556/dkum/d8b13519-5f82-4d26-addf-4bbdf70116b4
 http://fgserver3.fg.um.si/journal-ags/2015-1/article-4.asp
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| Language: | English |
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| Work type: | Scientific work |
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| Typology: | 1.01 - Original Scientific Article |
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| Organization: | FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
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| Abstract: | A dilatometer test is a useful method for in-situ geotechnical surveys. It can be compared with the results obtained using a mathematical model. The mathematical model of concentric rings shown in this article is governed by the constitutive equation of the “Hardening Soil Model”. A large number of tests made on the Dueñas Geological Facies, with a consistency ranging from firm clays to soft rocks, are compared to the model results. In this way, the “Hardening Soil Model” parameters are adjusted to the Dueñas Facies materials. |
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| Keywords: | Dueñas, geotechnical parameters, hardening soil model, soft rocks and clays deformation |
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| Publication status: | Published |
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| Publication version: | Version of Record |
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| Year of publishing: | 2015 |
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| Number of pages: | str. 37-47 |
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| Numbering: | Letn. 12, št. 1 |
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| PID: | 20.500.12556/DKUM-70830  |
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| ISSN: | 1854-0171 |
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| UDC: | 624.131 |
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| ISSN on article: | 1854-0171 |
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| COBISS.SI-ID: | 284328192 |
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| NUK URN: | URN:SI:UM:DK:Q8VXKJMP |
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| Copyright: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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| Publication date in DKUM: | 14.06.2018 |
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| Views: | 1304 |
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| Downloads: | 99 |
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| Metadata: |    |
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| Categories: | Misc.
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