Actes du colloque - Volume 2 - page 129

998
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
5 ACKNOWLEDGEMENTS
I am deeply indebted to my young and smart colleagues Edward
Andò and Alessandro Tengattini in Grenoble for their generous
and invaluable help with this report.
6 REFERENCES
6.1
Papers belonging to this sessions
Andò E., Desrues J., Bésuelle P., Viggiani G., Hall S.A. 2013. Un rêve
devenu réalité : explorer une bande de cisaillement à l’échelle des
grains.
Proc. of the 18
th
ICSMGE, Paris.
Caicedo B., Ocampo M., Vallejo L. 2013. Modelling crushing of
granular materials as a poly-disperse mixture.
Proc. of the 18
th
ICSMGE, Paris.
Heitor A., Rujikiatkamjorn C., Indraratna B. 2013. Behaviour of a
compacted silty sand under constant water content shearing.
Proc.
of the 18
th
ICSMGE, Paris.
Hyodo M., Yoshimoto N., Kato A., Yoneda J. 2013. Shear strength and
deformation of methane hydrate bearing sand with fines.
Proc. of
the 18
th
ICSMGE, Paris.
Jiang M.J., Liu F., Zhu F., Xiao Y. 2013. A Simplified Contact Model
for Sandy Grains Cemented with Methane Hydrate.
Proc. of the
18
th
ICSMGE, Paris.
Khoa H.D.V., L. Grande L., Jostad H.P. 2013. Macro- and micro-FE
modelling of wellbore damage due to drilling and coring Processes.
Proc. of the 18
th
ICSMGE, Paris.
Kikkawa N., Itoh K., Toyosawa Y., Pender M.J., Orense R.P. 2013.
Three dimensional discrete element simulation of trapdoor
unloading and gravity flow of sandy granular material.
Proc. of the
18
th
ICSMGE, Paris.
Minder P. & Puzrin A.M. 2013. Microstructural changes leading to
chemically enhanced drainage.
Proc. of the 18
th
ICSMGE, Paris.
Ning Z. & Evans T.M. 2013. Discrete Element Method Study of Shear
Wave Propagation in Granular Soil.
Proc. of the 18
th
ICSMGE,
Paris.
Otani J., Mukunoki T., Takano D., Chevalier B. 2013. Microscopic
observation on compacted sandy soil using micro-focus X-ray CT.
Proc. of the 18
th
ICSMGE, Paris.
Pak A. & Sheikh B. 2013. Study of relative permeability variation
during unsteady flow in saturated reservoir rock using Lattice
Boltzmann method.
Proc. of the 18
th
ICSMGE, Paris.
Shao L.T., Liu G., Guo X.X. 2013. Uniform effective stress equation for
soil mechanics.
Proc. of the 18
th
ICSMGE, Paris.
Tomac I. & Gutierrez M. 2013. Particulate Modeling of Sand Slurry
Flow Retardation.
Proc. of the 18
th
ICSMGE, Paris.
Zhou C. & Ng C.W.W. 2013. Experimental study of resilient modulus
of unsaturated soil at different temperatures.
Proc. of the 18
th
ICSMGE, Paris.
Yigit I. & Cinicioglu S.F. 2013. A look into time dependent behaviour
of clays at macro and micro scale.
Proc. of the 18
th
ICSMGE, Paris.
6.2
Other papers cited in this report
Andò E. Hall S.A., Viggiani G., Desrues J., Bésuelle P. 2012a. Grain-
scale experimental investigation of localised deformation in sand: a
discrete particle tracking approach.
Acta Geotechnica
, 7, 1, 1-13.
Andò E., Hall S.A., Viggiani G., Desrues J., Bésuelle P. 2012b.
Experimental micromechanics: grain-scale observation of sand
deformation.
Géotechnique Letters
, Vol. 2, Issue July-September,
107 –112.
Andrade J.E., Avila C.F., Hall S.A., Lenoir N., Viggiani G. 2011.
Multiscale modeling and characterization of granular matter: From
grain kinematics to continuum mechanics.
Journal of the
Mechanics and Physics of Solids
59, 237–250.
Antony S.J. 2007. Link between single-particle properties and
macroscopic properties in particulate assemblies: role of structures
within structures.
Phil. Trans. R. Soc. A
365, 2879–2891.
Cundall P. 1989. Numerical experiments on localization in frictional
materials.
Ingenieur-Archiv
59, 148–159.
Cundall P.A & Strack O.D.L. 1979. A discrete numerical model for
granular assemblies.
Géotechnique
29, 47–65.
Dascalu C., Cambou B. (Editors) 2008. Multiscale approaches to
geomaterials.
Acta Geotechnica
3 (3).
De Larrard F. 2000. Compacité et homogénéité des mélanges
granulaires. In:
Structures Granulaires et Formulation des Bétons,
LCPC
.
Frey J., Chambon R., Dascalu C. 2013. A two-scale poromechanical
model for cohesive rocks.
Acta Geotechnica
8 (2) 107-124.
Kikumoto M. & Kishida K. 2003. Mechanical behavior on the sandy
ground through the 3-D trapdoor experiment,
Proc. of the 12
th
Asian Regional Conference on Soil Mechanics & Geotechnical
Engineering
.
Kondic L., Goullet A., O'Hern C.S., Kramar M., Mischaikow K.,
Behringer R.P. 2012. Topology of force networks in compressed
granular media,
Europhysics Letters
97, 54001.
Oda M. & Iwashita K. 2000. Study on couple stress and shear band
development in granular media based on numerical simulation
analyses.
Int. J. Eng. Sci
. 38, 1713–1740.
O’Sullivan C. 2011. Particle-based Discrete Element Modelling:
Geomechanics Perspective. International Journal of Geomechanics,
ASCE, 11 (6), 449-464.
Nitka M., Combe G., Dascalu C., Desrues J. 2011. Two-scale modeling
of granular materials: a DEM-FEM approach. Granular Matter 13
(3), 277-281.
Santamarina J.C. 2003. Soil behavior at the microscale: particle forces.
Proc. Symp. Soil Behavior and Soft Ground Construction – The
Ladd Symposium
, October 2001, MIT, Boston, ASCE Special
Publications 119, 25-56.
Sibille L. & Froiio F. 2007. A numerical photogrammetry technique for
measuring microscale kinematics and fabric in Schneebeli
materials.
Granular Matter
9, 183–193.
Storvoll V. & Bjorlykke K. 2004. Sonic velocity and grain contact
properties in reservoir sandstones.
Petroleum Geoscience
10 (3),
215-226.
Terzaghi K. 1920. Old earth pressure theories and new test results.
Eng.
News Record
85, 632–637.
Terzaghi K. 1936. Stress distribution in dry and saturated sand above a
yielding trap-door.
Proceedings of the1st International Conference
of Soil Mechanics
, Harvard University, Cambridge (USA), 1, 307-
311.
Thornton C. & Zhang L. 2006. A numerical examination of shear
banding and simple shear noncoaxial flow rules.
Philos. Mag.
86,
3425–3452.
Tordesillas A. 2007. Force chain buckling, unjamming transitions and
shear banding in dense granular assemblies.
Philos. Mag.
87, 4987–
5016.
Tsakiroglou C.D., Avraam D.G., Payatakees A.C. 2007. Transient and
steady-state relative permeabilities from two-phase flow
experiments in planar pore networks.
Advances in Water Resources
,
30, 1981–1992.
Valavanides M.S., Constantinides G.N., Payatakes A.C. 1998.
Mechanistic Model of Steady-State Two-Phase Flow in Porous
Media Based on Ganglion Dynamics.
Transport in Porous Media
,
30, 267-299.
Viggiani G., Hall S.A. 2012. Full-field measurements in experimental
geomechanics: historical perspective, current trends and recent
results. In:
Advanced experimental techniques in geomechanics
, G.
Viggiani, S.A. Hall and E. Romero Eds., 3-67.
Yin J.H. 1999. Non-linear creep of soils in oedometer tests.
Géotechnique
49 (5), 699-707.
Zhu H.P., Zhou Z.Y., Yang R.Y., Yu A.B. 2007. Discrete particle
simulation of particulate systems: theoretical developments.
Chem.
Eng. Sci
. 62, 3378–3396.
1...,119,120,121,122,123,124,125,126,127,128 130,131,132,133,134,135,136,137,138,139,...913