A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effects of pore fluids on deformation behavior of rocks subjected to triaxial compression
Results of triaxial compression tests performed on rock specimens saturated with several liquids which, due to their strong adsorption on rock surface, decrease free surface energy of individual crystals of rock; 2 rocks chosen for these tests were Navajo sandstone and Indiana limestone; saturating liquids were oleic acid, oleylamine, distilled water and n-hexadecane; effects of these liquids on deformation behavior of rock were investigated at confining pressures up to 20,000 psi, at temperatures from 78 to 300 F, and under applied strain rates in range 1×10-3 to 13%/sec.
Effects of pore fluids on deformation behavior of rocks subjected to triaxial compression
Results of triaxial compression tests performed on rock specimens saturated with several liquids which, due to their strong adsorption on rock surface, decrease free surface energy of individual crystals of rock; 2 rocks chosen for these tests were Navajo sandstone and Indiana limestone; saturating liquids were oleic acid, oleylamine, distilled water and n-hexadecane; effects of these liquids on deformation behavior of rock were investigated at confining pressures up to 20,000 psi, at temperatures from 78 to 300 F, and under applied strain rates in range 1×10-3 to 13%/sec.
Effects of pore fluids on deformation behavior of rocks subjected to triaxial compression
Minnesota Univ School Mines Met -- Proc
Boozer, G.D. (author) / Hiller, K.H. (author) / Serdengecti, S. (author)
Proceedings of the 5th Symposium on Rock Mechanics ; 1962
1962
47 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Triaxial Behavior of Kaolinite in Different Pore Fluids
| British Library Online Contents | 2000
Triaxial Behavior of Concrete Subjected to Dynamic Compression
| Online Contents | 2013