Analysis of viscoelastic behaviour of rock salt using hydraulic cylinder test

Verfasser / Beitragende:
[F. Lopez-Gayarre, R. Fernandez-Rodriguez, C. Gonzalez-Nicieza, J. Garcia-Menendez]
Ort, Verlag, Jahr:
2015
Enthalten in:
Bulletin of Engineering Geology and the Environment, 74/2(2015-05-01), 545-553
Format:
Artikel (online)
ID: 605454825
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024 7 0 |a 10.1007/s10064-014-0619-3  |2 doi 
035 |a (NATIONALLICENCE)springer-10.1007/s10064-014-0619-3 
245 0 0 |a Analysis of viscoelastic behaviour of rock salt using hydraulic cylinder test  |h [Elektronische Daten]  |c [F. Lopez-Gayarre, R. Fernandez-Rodriguez, C. Gonzalez-Nicieza, J. Garcia-Menendez] 
520 3 |a One of the main challenges in the design of a salt mine using the well-known room and pillar method is reliable prediction of the viscoelastic behaviour of rock salt. Part of the problem lies in the fact that the test specimens in the laboratory do not behave in the same way as observed at the mine under in situ conditions. Moreover, in situ strain measurements by means of convergence technique or extensometers in a specific mine cannot easily be generalised and used in other locations, due to their different depth and extraction ratios. In this paper, a new in situ testing technique, based on the hydraulic cylinder test (HCT), is proposed to analyse viscoelastic behaviour of salt rock for salt mine design. This technique enables performing in situ tests of deformation over time under in situ conditions of confinement and temperature of the mine. This test can be considered as an intermediate scale test that bridges the gap between creep data obtained from strain measurements at the mine site by using convergence technique and strain gauges, and the creep data obtained from laboratory tests. To demonstrate the suitability of the proposed technique, a series of tests were completed in a room-and-pillar halite mine located in the tertiary basin of the River Ebro in Spain. The pillars have a height of 6m and a square section with sides of 20m. Displacement-time curves obtained in HCT tests, varying the speed of load application, get a good adjustment with regard to the curves of deformation characteristics of these materials. 
540 |a Springer-Verlag Berlin Heidelberg, 2014 
690 7 |a Halite  |2 nationallicence 
690 7 |a Creep test  |2 nationallicence 
690 7 |a Viscoelastic behaviour  |2 nationallicence 
690 7 |a Hydraulic cylinder test  |2 nationallicence 
700 1 |a Lopez-Gayarre  |D F.  |u Department of Construction and Manufacturing Engineering, Engineering School of Gijon, Campus de Viesques, Gijón, Asturias, Spain  |4 aut 
700 1 |a Fernandez-Rodriguez  |D R.  |u Research Group of Ground Engineering, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
700 1 |a Gonzalez-Nicieza  |D C.  |u Department of Mines Exploitation and Prospecting, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
700 1 |a Garcia-Menendez  |D J.  |u Research Group of Ground Engineering, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
773 0 |t Bulletin of Engineering Geology and the Environment  |d Springer Berlin Heidelberg  |g 74/2(2015-05-01), 545-553  |x 1435-9529  |q 74:2<545  |1 2015  |2 74  |o 10064 
856 4 0 |u https://doi.org/10.1007/s10064-014-0619-3  |q text/html  |z Onlinezugriff via DOI 
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900 7 |a Metadata rights reserved  |b Springer special CC-BY-NC licence  |2 nationallicence 
908 |D 1  |a research-article  |2 jats 
949 |B NATIONALLICENCE  |F NATIONALLICENCE  |b NL-springer 
950 |B NATIONALLICENCE  |P 856  |E 40  |u https://doi.org/10.1007/s10064-014-0619-3  |q text/html  |z Onlinezugriff via DOI 
950 |B NATIONALLICENCE  |P 700  |E 1-  |a Lopez-Gayarre  |D F.  |u Department of Construction and Manufacturing Engineering, Engineering School of Gijon, Campus de Viesques, Gijón, Asturias, Spain  |4 aut 
950 |B NATIONALLICENCE  |P 700  |E 1-  |a Fernandez-Rodriguez  |D R.  |u Research Group of Ground Engineering, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
950 |B NATIONALLICENCE  |P 700  |E 1-  |a Gonzalez-Nicieza  |D C.  |u Department of Mines Exploitation and Prospecting, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
950 |B NATIONALLICENCE  |P 700  |E 1-  |a Garcia-Menendez  |D J.  |u Research Group of Ground Engineering, Mining Engineering School, University of Oviedo, Oviedo, Asturias, Spain  |4 aut 
950 |B NATIONALLICENCE  |P 773  |E 0-  |t Bulletin of Engineering Geology and the Environment  |d Springer Berlin Heidelberg  |g 74/2(2015-05-01), 545-553  |x 1435-9529  |q 74:2<545  |1 2015  |2 74  |o 10064