Experimental analysis of kaolinite particle orientation during triaxial path

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 35, Issue 8, 2011, Pages 947-968

  Hattab, Mahdia ^a   Fleureau, Jean Marie ^b  

^a UNIVERSITÉ DE LORRAINE   (France)

^b ECOLE CENTRALE PARIS   (France)

Author keywords

Anisotropy; Clay behaviour; Consolidation; Microfabric; Microscopy; Triaxial tests

Indexed keywords

CLAY PARTICLES; CLAYEY MATERIALS; CONTRACTANCY; DEVIATORIC PART; EXPERIMENTAL ANALYSIS; INITIAL STATE; ISOTROPIC LOADING; LOADING DIRECTION; MACROSCOPIC DOMAINS; MACROSCOPIC SCALE; MACROSCOPIC STRAINS; MATRIX; MICRO-STRUCTURAL; MICROFABRIC; MICROSCOPY; PARTICLE ORIENTATION; PREFERENTIAL ORIENTATION; RANDOM ORIENTATIONS; ROTATION MECHANISM; SEM; SEM OBSERVATION; STRESS TENSORS; TRIAXIAL LOADING; TRIAXIAL TEST; VOLUMETRIC STRAIN;

ANISOTROPY; DEPOLARIZATION; KAOLIN; KAOLINITE; STRAIN; TENSORS;

LOADING;

ANISOTROPY; DEFORMATION MECHANISM; EXPERIMENTAL STUDY; KAOLINITE; LOADING TEST; MICROSTRUCTURE; OVERCONSOLIDATION; PREFERRED ORIENTATION; SCANNING ELECTRON MICROSCOPY; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

EID: 79955578801     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.936     Document Type: Article

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