468 / 479
Paris, France
the 18
th
International Conference on Soil Mechanics
and Geotechnical Engineering
>
September 2-6, 2013
118
REF
TITLE/
TITRE
REFERENT AUTHOR/
AUTEUR REFERENT
COUNTRY/
PAYS
TC212 - Deep Foundations
TC212-P1
Three Dimensional Finite Element Nonlinear
Dynamic Analysis of Full-Scale Piles under
Vertical Excitations
BISWAS S.
INDIA
TC212-P2
Effet du mode de mise en place sur le
comportement statique de pieux dans l’argile
fortement surconsolidée des Flandres
PUECH A.
FRANCE
TC212-P3
Essais de chargement statique de pieux en
bois instrumentés avec des extensomètres
amovibles
CHRISTIN J.
FRANCE
TC212-P4
A design verification method for pile
foundations used in combination with solidified
improved columns
TOMISAWA K.
JAPAN
TC212-P5
Polymer pillar, a new innovation for
underpinning
PERÄLÄ A.
FINLAND
TC212-P6
Load Tests on Full-Scale Bored Pile Groups ZHANG Y.
USA
TC212-P7
Performance of a pioneer foundation of the skirt
type on the Mexico City soft clay Application
pionnière d’une fondation en milieu lacustre
argiles de Mexico Theme 4. Small and large
works - Foundations and retaining structures
MENDOZA LÓPEZ M.-J.-M.-L.
MEXICO
TC212-P8
Super-long bored pile foundation for super
high-rise buildings in China
WANG W.
CHINA
TC212-P9
Visualization of Settlement Behavior for Friction
Pile Group during Consolidation
ISHIKURA R.
JAPAN
TC212-P10 Cavity remediation for pylon foundation of the
Transrhumel Viaduct in Constantine
STEENFELT J.-S.
DENMARK
TC212-P11 Case Studies of Cost-effective Foundation
Design in Rock
WONG P.
AUSTRALIA
TC212-P12 Influence of multiple helix configuration on the
uplift capacity of helical anchors
TSUHA C.-H.-C.
BRAZIL
TC212-P13 Safety theory in geotechnical design of piled
raft
LORENZO R.
BRAZIL
TC212-P14 Energy and reliability applied to continuous
flight augern pilings - the sccap methodology
SILVA C.-M.
BRAZIL
TC212-P15 Practical experience with pile raft design for tall
buidlings
HABERFIELD C.
AUSTRALIA
TC212-P16 Experimental Study on the Method of Rebound
and Recompression Deformation Calculation
in Deep and Large Foundation Design
TENG Y.
CHINA
TC212-P17 Analysis of Piles Supporting Excavation
Adjacent to Existing Structures
RAMADAN E.
EGYPT
TC212-P19 Analysis and Design of Piles for Dynamic
Loading
RAY R.-P.
HUNGARY
TC212-P20 Deep Basement Construction of Bank of
Thailand Along Chao Phraya River closed to
Tewavej Palace and Bangkhumphrom Palace
TEPARAKSA W.-T.