A Method to Correct Indirect Strain Measurements in Laboratory Uniaxial and Triaxial Compressive Strength Tests

Author:

Alejano L. R.ORCID,Estévez-Ventosa X.,González-Fernández M. A.,Walton G.,West I. G.,González-Molano N. A.,Alvarellos J.

Funder

Repsol

Ministerio de Ciencia, Innovación y Universidades

Fulbright España

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference49 articles.

1. Acar C, Gunduz Z, Kara B (2014) Modulus of elasticity determination of rocks using compressometer, strain gauge and LVDT. In: 11th International Congress on advances in civil engineering- ACE 2014

2. Alejano LR, Arzúa J, Bozorgzadeh N, Harrison JP (2017) Triaxial strength and deformability of intact and increasingly jointed granite samples. Int J Rock Mech Min Sci 95:87–103

3. Alejano LR, Arzúa J, Castro-Filgueira U, Kiuru R (2018) Scale effect of intact Olkiluoto gneissic rocks through uniaxial compressive testing and geophysical measurements. Posiva Oy Report 2018–13. Finland. http://www.posiva.fi/en/databank. Accessed 30 Mar 2020

4. Arzúa J, Alejano LR (2013) Dilation in granite during servo-controlled triaxial strength tests. Int J Rock Mech Min Sci 61:43–56

5. Arzúa J, Alejano LR, Walton G (2014) Strength and dilation of jointed granite specimens in servo-controlled triaxial tests. Int J Rock Mech Min Sci 69:93–104

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