464 / 479
Paris, France
the 18
th
International Conference on Soil Mechanics
and Geotechnical Engineering
>
September 2-6, 2013
114
REF
TITLE/
TITRE
REFERENT AUTHOR/
AUTEUR REFERENT
COUNTRY/
PAYS
TC102-P10 Characterization and Modeling Settlement of
Deep Inert Debris Fills
SOMASUNDARAM S.
USA
TC102-P11 Practice and development of the piezocone
penetration test (CPTu) in geotechnical
engineering of China
LIU S.
CHINA
TC102-P12 Site characterization by seismic dilatometer
(SDMT): the Justice Court of Chieti
AMOROSO S.
ITALY
TC102-P13 Analytical Approach for Determining Soil Shear
Strength Parameters from CPT and CPTu Data
MOTAGHEDI H.
IRAN
TC102-P14 Compressibility Parameters of Cohesive Soils
From Piezocone
HAMZA H.
EGYPT
TC103 - Numerical Methods in Geomechanics
TC105-P1
Modelling crushing of granular materials as a
polydisperse mixture
CAICEDO B.
COLOMBIA
TC105-P2
Microstructural changes leading to chemically
enhanced drainage
MINDER P.
SWITZERLAND
TC105-P3
A look into time dependent behavior of clays at
macro and micro scale
CINICIOGLU S. F.
TURKEY
TC105-P4
DEM Study of Shear Wave Propagation in
Granular Soil
NING Z.
USA
TC105-P5
Study of relative permeability variation during
unsteady flow in saturated reservoir rock using
Lattice Boltzmann method
PAK A.
IRAN
TC106 Unsaturated Soils
TC106-P1
Etude de la stabilité des pentes non saturées
sous les effets de l’infiltration prenant en
compte la végétation
HEMMATI S.
FRANCE
TC106-P2
Étude par la méthode des éléments finis
du comportement des remblais en sols fins
compactés
DRONIUC N.
FRANCE
TC106-P3
Expression of mechanical characteristics in
compacted soil with soil/water/air coupled F.E.
simulation
KAWAI K.
JAPAN
TC106-P4
AGeotechnical Countermeasure for Combating
Desertification
QIANG L.
JAPAN
TC106-P5
Effect of confining stress on the transient
hydration of unsaturated GCLs
SIEMENS G.
CANADA
TC106-P6
Hydro-mechanical properties of an expansive
lime-treated clay
MAVROULIDOU M.
UK
TC106-P7
Climate Change Effects on Expansive Soil
Movement
MITCHELL P.
AUSTRALIA
TC106-P8
Rainfall-induced collapse of old railway
embankments in Norway
HEYERDAHL H.
NORWAY
TC106-P9
Soil suction induced by grass and tree in an
atmospheric-controlled plant room
NG C.-W.-W.
HONG KONG
TC106-P10 The extension of soil suction measurement
range of dew-point potentiometer and
evaporation method
MAČEK M.
SLOVENIA