Micromechanically inspired investigation of cemented granular materials: part I-from X-ray micro tomography to measurable model variables

被引:8
作者
Tengattini, Alessandro [1 ,2 ]
Ando, Edward [3 ]
Einav, Itai [4 ]
Viggiani, Gioacchino [1 ]
机构
[1] Univ Grenoble Alpes, 3SR, Grenoble INP, CNRS, Grenoble, France
[2] Inst Laue Langevin, Grenoble, France
[3] Ecole Polytech Fed Lausanne EPFL, EPFL Ctr Imaging, Lausanne, Switzerland
[4] Univ Sydney, Sydney Ctr Geomech & Min Mat, Sch Civil Engn, Sydney, NSW 2006, Australia
基金
澳大利亚研究理事会;
关键词
Cemented Granular Materials; Damage; Image Analysis; Micro to Macro; Tomography; THERMOMECHANICAL CONSTITUTIVE MODEL; DIGITAL-IMAGE-CORRELATION; BREAKAGE MECHANICS; ELASTIC PROPERTIES; SAND; DEFORMATION; DISCRETE; BEHAVIOR; SANDSTONES; EVOLUTION;
D O I
10.1007/s11440-022-01486-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Cemented granular materials are abundant in nature and are often artificially produced. Their macroscopic behaviour is driven by small-scale material processes, which are generally classified as: grain breakage, cement damage and fragment rearrangement. This paper presents an experimental analysis of the latter two processes as observed through in-situ X-ray tomography and quantified by a suite of novel image processing approaches. This allows for example all particles and the bonds between them to be identified and their evolution to be individually quantified on a statistically representative volume, in 3D, throughout a loading test. We reveal the high spatial correlation between cement damage and strain rate and their effect on the isotropy of the bonds. Being the second of a two-part contribution, the overarching aim of this paper is to propose a general framework for the micro-inspired study of cemented granular materials. This is developed here, in Part I, in terms of multi-scale experimental quantification at sample and grain-level, while in Part II in terms of a two-way interaction with micro-inspired constitutive modelling.
引用
收藏
页码:35 / 55
页数:21
相关论文
共 66 条
[1]   TRIAXIAL TESTING OF NATURALLY CEMENTED CARBONATE SOIL [J].
AIREY, DW .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (09) :1379-1398
[2]   Laboratory study of an injected granular soil with polymer grouts [J].
Anagnostopoulos, CA .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2005, 20 (06) :525-533
[3]  
Ando E., 2013, THESIS U GRENOBLE
[4]   Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach [J].
Ando, Edward ;
Hall, Stephen A. ;
Viggiani, Gioacchino ;
Desrues, Jacques ;
Besuelle, Pierre .
ACTA GEOTECHNICA, 2012, 7 (01) :1-13
[5]  
Arganda-Carreras I., Trainable Weka Segmentation
[6]   Analysis of the influence of crushing on the behavior of granular materials under shear [J].
Arslan, Haydar ;
Baykal, Gokhan ;
Sture, Stein .
GRANULAR MATTER, 2009, 11 (02) :87-97
[7]   Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell [J].
Bésuelle, P ;
Desrues, J ;
Raynaud, S .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (08) :1223-1237
[8]  
Beucher S., 1979, INT WORKSHOP IMAGE P
[9]  
Buscarnera G, 2012, GEOTECHNIQUE, V62, P147, DOI [10.1680/geot.10.R118, 10.1680/geot.10.P.118]
[10]  
Calvetti F, 1997, MECH COHES-FRICT MAT, V2, P121, DOI 10.1002/(SICI)1099-1484(199704)2:2<121::AID-CFM27>3.3.CO