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CHALLENGES & INNOVATIONS
IN GEOTECHNICS
105
REF
TITLE/
TITRE
REFERENT AUTHOR/
AUTEUR REFERENT
COUNTRY/
PAYS
TC101 - Laboratory Stress Strain Strength Testing of Geomaterials
TC101-P1
Mise au point d’un dispositif expérimental pour
l’analyse du retrait-gonflement des sols argileux
MAISON T.
FRANCE
TC101-P2
Comportement en petites déformations d’un
sol traité à la chaux
HIBOUCHE A.
FRANCE
TC101-P3
Comparative study of long-term consolidation
for subsoils under Kansai Airport and Pisa
Tower
WATABE Y.
JAPAN
TC101-P4
Evaluation of Consolidation Behavior of Soils
under Radial Drainage Condition Using Digital
Image Analysis
KIM J.-Y.
SOUTH KOREA
TC101-P5
Effect of Particle Characteristics on K
0
Behavior
for Granular Materials
LEE J.
SOUTH KOREA
TC101-P6
Characterization of geomechanical and
hydraulic properties of non-wettable sands
PARK S.-W.
SOUTH KOREA
TC101-P7
Behavior of fine-grained soils compacted with
high shear stresses
PEREZ N.-P.
MEXICO
TC101-P8
Broad Range Soil Particle Analysis through
Advances in Imaging Technology
HRYCIW R.
USA
TC101-P9
A Comparison Between the Shear Strength
Measured with the Direct Shear and Triaxial
Devices on Undisturbe d and Remolded Soils
CASTELLANOS B.
USA
TC101-P10 Rational expression of time-dependent
behavior from normally consolidated soil to
naturally deposited soil
NAKAI T.
JAPAN
TC101-P11 Residual shear strength behavior of swelling
soils
MARKOU L.
GREECE
TC101-P12 Factors influencing rate effects in fine grained
soils
ROBINSON S.
UK
TC101-P13 Experimental analysis of the mechanical
properties of artificially cemented soils and
their evolution in time
CONSOLI N.-C.
BRAZIL
TC101-P14 Methods of determination of K
0
in
overconsolidated clay
BOHÁČ J.
CZECH
REPUBLIC
TC101-P15 Settlement and shear strength of uncemented
coal mine overburden materials placed loose
under dry and wet conditions
WILLIAMS D.
AUSTRALIA
TC101-P16 Shear Strength and Deformation Modulus of
Tailing Sands under High Pressures
CAMPANA J.
CHILE
TC101-P17 Stress-path effects on the grading of an
artificial material with crushable grains
CASINI F.
SPAIN
TC101-P18 Duncan-Chang Parameters for Hyperbolic
Stress Strain Behaviour of Soft Bangkok Clay
LIKITLERSUANG S.
THAILAND
TC101-P19 Laboratory testing issues related to crushable
sands
WILS L.
BELGIUM
TC101-P20 Comparison of the geotechnical properties of
pumice sand from Japan and New Zealand
KIKKAWA N.
NEW ZEALAND