New triaxial apparatus for rocks

Rock Mechanics and Rock Engineering

Volumn 43, Issue 2, 2010, Pages 225-230

  Barla, G ^a   Barla, M ^a   Debernardi, D ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

AXISYMMETRIC; BASE TUNNELS; CONTROLLED CONDITIONS; DURING CONSTRUCTION; GEOTECHNICAL; HYDRAULIC ACTUATOR; LABORATORY EQUIPMENTS; LOADING FRAME; MEASURING SYSTEMS; MECHANICAL BEHAVIOR; TEST CONTROL SYSTEM; TIME DEPENDENT BEHAVIOR; TRIAXIAL APPARATUS; TRIAXIAL CELLS; TRIAXIAL COMPRESSION TESTS; VERTICAL LOAD;

COMPRESSION TESTING;

HYDRAULIC MACHINERY;

COMPRESSIVE STRENGTH; CONFINING PRESSURE; CONSTRUCTION METHOD; DATA ACQUISITION; GEOTECHNICAL ENGINEERING; LABORATORY METHOD; ROCK MECHANICS; TIME DEPENDENT BEHAVIOR; TRIAXIAL TEST; TUNNEL DESIGN;

ITALY;

EID: 77953357035     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-009-0076-7     Document Type: Article

References (5)

1. Barla G, Ballatore S, Chiappone A, Frigerio A, Mazzà G (2006a) The Beauregard dam (Italy) and the deep-seated gravitational deformation on the left slope. Hydropower, Kunming, 23-25 October 2006.
2. Barla M, Camusso M, Aiassa S (2006b) Analysis of jacking forces during microtunnelling in limestone, tunnelling and underground space technology, vol 21, pp 668-683, ISSN: 0886-7798. doi:10.1016/j.tust.2006.01.002. (Pubitemid 43871972)
3. Barla G, Bonini M, Debernardi D (2007) Modelling of tunnels in squeezing rock. ECCOMAS thematic conference on computational methods in tunnelling (EURO:TUN 2007). Vienna, Austria, 27-29 August 2007.
4. Debernardi D, Barla G (2009) New viscoplastic model for design analysis of tunnels in squeezing conditions. Rock Mech Rock Eng 42(2):259-288.
5. ISRM (1983) Suggested methods for determining the strength of rock materials in triaxial compression. Int J Rock Mech Min Sci 20(6):285-290.