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CHALLENGES & INNOVATIONS
IN GEOTECHNICS
113
REF
TITLE/
TITRE
REFERENT AUTHOR/
AUTEUR REFERENT
COUNTRY/
PAYS
Joint TC 212 - 307 Heat Effects
JOINT TC212-
307-P1
Effet des conditions environnementales sur les
propriétés mécaniques d’un ciment de puits
géothermique
NAULEAU E.
FRANCE
JOINT TC212-
307-P2
Analysis of the freeze thaw performance of
geothermal heat exchanger borehole grout
materials
ROCHÉE S.
GERMANY
JOINT TC212-
307-P3
Measuring soil thermal properties for use in
energy foundation design
LOW J.
UK
JOINT TC212-
307-P4
Determination of the thermal parameters of a
clay from heating cell tests
ROMERO E.
SPAIN
JOINT TC212-
307-P5
The response of energy foundations under
thermo-mechanical loading
BODAS FREITAS T.
PORTUGAL
TC CFMS Shallow foundations
TC CFMS-P1 Interaction of Nearby Strip Footings Under
Inclined Loading
NAINEGALI L.-S.
INDIA
TC CFMS-P2 Settlements Under Footings on Rammed
Aggregate Piers
KURUOGLU O.
TURKEY
TC CFMS-P3 Application of The Tangent Modulus Method
in Nonlinear Settlement Analysis of Sand
Foundation
YANG G.
CHINA
TC CFMS-P4 Probabilistic Assessment of the Bearing
Capacity of Shallow Strip Footings on Stiff-
Over-Soft Clay
TIAN Y.-H.
AUSTRALIA
TC102 - Ground Property Characterization from In-Situ Tests
TC102-P1
Une méthode de classification de la sensibilité
des sols au moyen du piézocône
SERRATRICE J.-F.
FRANCE
TC102-P2
Le Géomécamètre, un nouvel essai in situ
adapté à la mesure des caractéristiques hydro-
mécaniques du sol
MONNET J.
FRANCE
TC102-P3
Mesures dynamiques lors du battage
pénétromètrique – Détermination de la courbe
charge enfoncement dynamique en pointe
BENZ NAVARRETE M.-A.
FRANCE
TC102-P5
Sampling method and pore water pressure
measurement in the great depth (-400m)
RITO F.
JAPAN
TC102-P6
Geotechnical Challenge for Total Cost
Reduction related to Construction of
Connecting Bridge with Pile Foundations
YASUFUKU N.
JAPAN
TC102-P7
Correlation between cone penetration rate and
measured cone penetration parameters in silty
soils
POULSEN R.
DENMARK
TC102-P8
Interrelationship
between
deformation
moduli from CPTU and SDMT tests for
overconsolidated clays.
MŁYNAREK Z.
POLAND
TC102-P9
The seismic SPT test in a tropical soil and the
Go/N ratio
GIACHETI H.-L.
BRAZIL