

CHALLENGES & INNOVATIONS
IN GEOTECHNICS
107
REF
TITLE/
TITRE
REFERENT AUTHOR/
AUTEUR REFERENT
COUNTRY/
PAYS
TC104 - Physical Modelling
TC104-P1
Développement
d’un
modèle
réduit
tridimensionnel du renforcement des sols par
inclusions rigides
HOUDA M.
FRANCE
TC104-P2
Modélisation physique du blocage d’un
écoulement d’eau dans un sol par injection
d’un produit de colmatage
TRUONG Q.-Q
FRANCE
TC104-P3
Physical modeling of arch action in undercut
slopes with actual engineering practice to Mae
Moh open-pit mine of Thailand
PIPATPONGSA T.
JAPAN
TC104-P4
Centrifuge Model Tests on Foundation on Geo-
synthetic Reinforced Slope
AKLIK P.
AUSTRIA
TC104-P5
Full-scale field validation of innovative dike
monitoring systems
KOELEWIJN A.
THE
NETHERLANDS
TC104-P6
Water injection aided pile jacking centrifuge
experiments in sand
SHEPLEY P.
UK
TC104-P7
Evaluation of Seismic Earth Pressure
Reduction using EPS Geofoam
DAVE T.-N.
INDIA
TC104-P8
Loading behaviour of flexible raft foundations in
full scale and centrifuge models
ARNOLD A.
SWITZERLAND
TC104-P9
Investigation on the Dynamic Properties of
Saturated Sand-Tire Chips Mixture by Shaking
Table
BAHADORI H.
IRAN
TC203 - Earthquake Geotechnical Engineering and Associated Problems
TC203-P1
Experimental
study
on
lattice-shaped
cement treatment method for liquefaction
countermeasure
TAKAHASHI H.
JAPAN
TC203-P2
Dynamic Properties of Sandy and Gravelly
Structural Fill
LIAO T.
USA
TC203-P3
Analytical study of seismic slope behavior in
a large-scale shaking table model test using
FEM and MPM
ABE K.
JAPAN
TC203-P4
A method of suppressing liquefaction using a
solidification material and tension stiffeners
SATO K.
JAPAN
TC203-P5
Effects of fines contents on cyclic shear
characteristics of sand clay mixtures
NODA S.
JAPAN
TC203-P6
Challenges to the laboratory evaluation of field
liquefaction resistance
COELHO P.
PORTUGAL
TC203-P10 Modélisation 1D-3Composantes de la réponse
sismique d’une colonne de sol multicouche à
comportement non linéaire
SANTISI M.-P.
FRANCE
TC203-P7
Cyclic Loading Behavior of Saturated Sand
With Different Fabrics
SZE H.-Y.
HONG KONG
TC203-P8
Effect of Stress Anisotropy on Cyclic Behavior
of Dense Sand with Dynamic Hollow Cylinder
Apparatus
JAFARZADEH F.
IRAN
TC203-P9
An Experimental Approach to Evaluate Shear
Modulus and Damping Ratio of Granular
Material
BOLOURI BAZAZ J.
IRAN