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CHALLENGES & INNOVATIONS

IN GEOTECHNICS

115

REF

TITLE/

TITRE

REFERENT AUTHOR/

AUTEUR REFERENT

COUNTRY/

PAYS

TC202- Transportation Geotechnics

TC202-P1

Renforcement de plates-formes ferroviaires

par colonnes de soil mixing réalisées sans

enlever la voie.

NICOLAS N.

FRANCE

TC202-P2

Développement d’un modèle non-linéaire de la

voie ferrée ballastée

ALVES FERNANDES V.

FRANCE

TC202-P3

Analysis of the influence of soft soil depth on

the subgrade capacity for flexible pavements

CARVAJAL E.

SPAIN

TC202-P4

Five years of Rapid Impact Compaction in

Europe – Successful implementation of an

innovative compaction technique based on

fundamental research and field experiments

ADAM D.

AUSTRIA

TC202-P5

Influence of Anti-freezing on the Frost

Penetration Depth for Paved Road Design

SHIN E.-C.

SOUTH KOREA

TC202-P6

Effects of ballast thickness and tie-tamper

repair on settlement characteristics of railway

ballasted tracks

HAYANO K.

JAPAN

TC202-P7

Influence of installation damage on the tensile

strength of asphalt reinforcement products

SAKOU TOUOLE L.

GERMANY

TC202-P8

Ground improvement methods for the

construction of the federal road B 176 on a

new elevated dumb in the brown coal region

of MIBRAG

KIRSTEIN J.

GERMANY

TC202-P9

Equilibrium models for arching in basal

reinforced piled embankments

VAN EEKELEN S.

THE

NETHERLANDS

TC202-P10 Probabilistic Settlement Analysis For The

Botlek Lifting Bridge Design

JACOBSE A.

THE

NETHERLANDS

TC202-P11 Performance verification of a geogrid

mechanically stabilised layer

WAYNE M.

UK

TC202-P12 Long-term performance of a preloaded road

embankment

ISLAM M.-N.

AUSTRALIA

TC202-P13 Influence of Mechanical Indices for Soil

Basement on Strength of Road Structure

TELTAYEV B.

KAZAKHSTAN

TC204 - Underground Construction in Soft Ground

TC204-P1

Performance of the tunnel lining subjected

To decompression effects on very soft clay

deposits

RANGEL NUÑEZ J.-L.-R.-N.

MEXICO

TC204-P2

Effect of the subsoil conditions in the seismic

interaction between two underground stations

connected by a circular section tunnel

BOTERO JARAMILLO E.-B.-J.

MEXICO

TC204-P3

Diametric deformations inthe concrete segment

lining of a tunnel excavated in soft soils Criteria

for evaluation and mitigation actions for their

control

AGUILAR TELLEZ M.-A.-T.

MEXICO

TC204-P5

Construction of a Cross Passage between Two

MRT Tunnels

FANG Y.-S.

CHINA