A platform for research: civil engineering, architecture and urbanism
Shear Deformation, Failure, and Instability of Rock Specimen in Uniaxial Compression Based on Gradient-Dependent Plasticity
Shear Deformation, Failure, and Instability of Rock Specimen in Uniaxial Compression Based on Gradient-Dependent Plasticity
Shear Deformation, Failure, and Instability of Rock Specimen in Uniaxial Compression Based on Gradient-Dependent Plasticity
Wang, X. B. (author) / Luna, Ronaldo
Session, Soil and rock behavior and modeling ; 2006 ; Shanghai, China
2006-01-01
7 pages
Held as part of GeoShanghai international conference.
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2006
|British Library Online Contents | 2006
|Cracking and Failure in Rock Specimen Containing Combined Flaw and Hole under Uniaxial Compression
DOAJ | 2018
|British Library Conference Proceedings | 2006
|