Preliminert - Conference program - oral sessions
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AUTHOR |
Session |
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Session
A1 - Thursday 26. of May 13:10 - 14:40 |
Piles |
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Session |
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Test
of bored piles and the outcome of the Danish standard for designing bored
piles |
Rasmussen,
M.S.R. |
A1-1 |
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Small-displacement
stiffness of static p-y curves for piles in sand |
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Sørensen,
S.P.H. |
A1-2 |
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Is
it reasonable to reduce the shaft resistance for bored piles? |
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Knudsen,
J. |
A1-3 |
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Analysis
of a laterally loaded pile in settling soil |
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Resare,
F.R. |
A1-4 |
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Tensile
capacity of steel pipe piles drilled in the bedrock |
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Siren,
R.S. |
A1-5 |
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Heave
of pile-supported structures due to pile driving in heavily overconsolidated
very high
plasticity Palaeogene clays |
Sorensen,
K.K. |
A1-6 |
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Session
B1 - Thursday 26. of May 13:10 - 14:40 |
Investigation,
testing and monitoring |
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In situ detection of sensitive clays_part I
Methods |
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Gylland,
A.S. |
B1-1 |
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In situ detection of sensitive clays_part II
Results |
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Sandven,
R. |
B1-2 |
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Detecting
quick clay with CPTu |
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Valsson,
S.M. |
B1-3 |
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Influence
of Operator Procedures on Obtained Accuracy in CPTu Testing |
Viking,
K.V. |
B1-4 |
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A
procedure for the assessment of the undrained shear strength profile of soft
clays |
Thakur,
V. |
B1-5 |
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Field
measurements of pore water pressure in very high plasticity Palaeogene clays
in connection
to deep excavation and pile driving |
Simonsen,
T.R. |
B1-6 |
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Session
C1 - Thursday 26. of May 13:10 - 14:40 |
Geophysical
testing and earthquake engineering |
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Effects
of soil-structure interaction on the excitation and response of RC buildings
subjected to near-and
far-field earthquake strong-motion |
Snæbjörnsson,
J.Þ.S. |
C1-1 |
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Impact
of data acquisition parameters and processing techniques on S-wave velocity
profiles from
MASW - Examples from Trondheim, Norway |
Sauvin,
G.S. |
C1-2 |
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Effects
of data acquisition parameters on estimation of stiffness profiles of loose
post glacial sites
using MASW |
Ólafsdóttir,
E.Á. |
C1-3 |
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ERT
and seismic refraction tomography test at Äspö Hard Rock Laboratory |
Ronczka,
Mathias |
C1-4 |
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Refraction
seismic for mapping of limestone surface in a tunnel project in Copenhagen |
Wisén,
R. |
C1-5 |
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On
the HVSR characteristics at Icelandic strong-motion stations |
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Halldórsson,
B.H. |
C1-6 |
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Session
A2 - Thursday 26. of May 15:30 - 17:00 |
Modelling,
analysis and design |
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Contributions
of Janbu and Lade as applied to Reinforced Soil |
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Hoffman,
P. |
A2-1 |
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New
Developments in On-line Monitoring of Geotechnical Data |
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Thorarinsson,
A.Th |
A2-2 |
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Laboratory
study on two-dimensional image analysis as a tool to evaluate degradation of
granular fill materials |
Bergliv,
E.B. |
A2-3 |
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Effect of
pile sleeve opening and length below seabed on the bearing capacity of offshore
jacket mudmats |
Vanberg, M. |
A2-4 |
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3D
FE tool for time dependent settlement predictions |
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Jostad,
H.P.J. |
A2-5 |
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ND |
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N,
N. |
A2-6 |
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Session
B2 - Thursday 26. of May 15:30 - 17:00 |
Investigation,
testing and monitoring |
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Improving
soil characterization with objective use of total sounding |
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Haugen,
E. |
B2-1 |
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Preliminary
results from a study aiming to improve ground investigations data |
di
Buò, B. |
B2-2 |
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Extended
interpretation basis for the vane shear test |
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Gylland,
A.S. |
B2-3 |
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Solutions
for Various Obstacles Encountered with Laboratory Piping Tests.. |
Montalvo-Bartolomei,
A.M. |
B2-4 |
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Strength
increase below an old test embankment in Finland |
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D'Ignazio,
M |
B2-5 |
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Determination
of pull-out strength and interface friction coefficient of geosynthetic reinforcement
embedded in expanded clay LWA |
Gorniak,
JG |
B2-6 |
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Session
C2 - Thursday 26. of May 15:30 - 17:00 |
Geohazards,
Structures and Environmental geotechnics |
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Climate
change induced river erosion as a trigger for landslide |
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Göransson,
G. |
C2-1 |
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Icelandic-type
berm breakwaters, design and armourstone quarry |
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Sigurdarson,
M.r. |
C2-2 |
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Design of
protective dolphins in demanding geotechnical conditions |
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Krivokapic,
AK |
C2-3 |
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Geotechnical
Design and Construction of Improvements to Existing Railway Lines |
Neves,
M.N. |
C2-4 |
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ND n |
N. |
C2-5 |
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Landslide
risks in a changing climate - The Nors River pilot study area |
Bergdahl,
K.B. |
C2-6 |
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Session
A3 - Friday 27. of May 10:45 - 12:10 |
Geohazards
and slope stability |
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Landslide hazards in sensitive clays: Some assessment and mitigation |
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Thakur, Vikas |
A3-1 |
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N,
N. |
A3-2 |
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The
Refne landslide, Halden, Norway: case history and use of risk assessment |
Smaavik,
T.F. |
A3-3 |
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Effects
of extreme rainfall on geotechnical hazards in the Canadian Rocky Mountains |
Hunter,
E.C. |
A3-4 |
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Pore
pressure response in the upper open aquifer- field investigations and
modelling |
Blomén,
H. |
A3-5 |
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Session
B3 - Friday 27. of May 10:45 - 12:10 |
Investigation,
testing and monitoring |
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Integrated analysis of ground penetrating radar and laser scanner |
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Saarenketo, T. |
B 3-1 |
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Monitored
Preloaded Embankments for a County Road in Eastern Norway |
Damtew,
T. |
B 3-2 |
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Some
developments on the insitu characterisation of peat using geophysical
techniques |
Long, M |
B 3-3 |
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Full scale
reinforced road embankment test sections over soft peat layer, Võõby, Estonia |
Forsman, J. |
B 3-4 |
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An
attempt towards harmonizing the Norwegian guidelines related to construction on
sensitive clay |
Aunaas,
K.A. |
B 3-5 |
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Session
C3 - Friday 27. of May 10:45 - 12:10 |
Geotechnical
structures and infrastructure |
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Foundation of the new bridge over the Gota River in downtown Gothenburg |
Du-Thinh, K.D. |
C3-1 |
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Geotechnical
Infrastructures of New Capital Astana on Problematical Soil Ground |
Zhussupbekov,
A.Z |
C3-2 |
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The
traffic junction Lindholmsmotet in Gothenburg: An example of creative geotechnical
engineering in the construction phase |
Edstam,
T.E. |
C3-3 |
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Construction
of the Sporðöldu Dam, Iceland |
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Björnsson,
B.J. |
C3-4 |
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A
geostatistical analysis of variations of permeability within a compacted dam
core |
Hébert,
E. |
C3-5 |
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Session
A4 - Friday 27. of May 13:10 - 14:30 |
Modelling,
analysis and design |
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Experience
and challenges in using a new pile drilling method in highly sensitive clays |
Degago,
S.A. |
A4-1 |
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Reliability-based
design of a monopile foundation for offshore wind turbines based on
CPT data |
Overgård,
IE |
A4-2 |
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Reliability
analysis of pile groups based on dynamic pile testing |
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Andersson,
J |
A4-3 |
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Finite
Element Investigation of the Soil-Structure Interaction between a Pile and a
Soft Soil |
Belinchón,
P. |
A4-4 |
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Application
of Thermal Piles in Thawing a Frozen Ground |
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Sinnathamby,
G. |
A4-5 |
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Session
B4 - Friday 27. of May 13:10 - 14:30 |
Investigation,
testing and monitoring |
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COBRA
Cable Site Investigations in the Wadden Sea, Denmark |
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Klinkby,
L. |
B4-1 |
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Founding
on (un)known chalk in Aalborg |
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Leth,
C.T. |
B4-2 |
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ND |
N,
N. |
B4-3 |
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Freezing-Thawing
Laboratory Testing of Frost Susceptible Soils |
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Zeinali,
A. |
B4-4 |
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Investigation
into the effect of uncertainty of CPT-based soil type estimation on
CPT-based pile bearing capacity |
Hamza,
O.H. |
B4-5 |
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Session
C4 - Friday 27. of May 13:10 - 14:30 |
Transportation
geotechnics |
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An
integrated approach to Geotechnics and Geophysics on the Electrification
Programme in Denmark |
Alvin,
D.R. |
C4-1 |
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Deformation
Modelling of Unbound Materials in a Flexible Pavement |
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Sævarsdóttir,
T.h.S. |
C4-2 |
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Statistical
analysis of thaw index for thaw weakening design purposes |
Edeskar,
T. |
C4-3 |
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Theoretical
and experimental investigations of Continuous Compaction Control (CCC)
systems |
Pistrol,
J. |
C4-4 |
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Strength
and deformation properties of volcanic rocks in Iceland |
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Foged,
N.N. |
C4-5 |
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Session
A5 - Friday 27. of May 15:15 - 16:30 |
Geotechnical
structures |
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Mechanical
weathering effect on tailing particles |
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Rodriguez,
J. |
A5-1 |
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On
the use of vertical drains and pore pressure control for soft soil
stabilization with lime/cement
columns |
Oset,
F. |
A5-2 |
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Engineering
and execution of tight sheet walls |
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Bruin,
R. |
A5-3 |
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Decision-making
for increased sustainability in underground construction works by use of
Analytical Hierarchy Process |
Zetterlund,
M.S. |
A5-4 |
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Communication
and dissemination, the transition from geotechnical design to construction |
Helgason,
E.H. |
A5-5 |
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Session
B5 - Friday 27. of May 15:15 - 16:30 |
Testing and monitoring |
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Oedometer
tests with measurement of internal Friction between Oedometer ring and
reconstituted clay specimen |
Lodahl,
M.R. |
B5-1 |
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Study
on the practices for interpretation of preconsolidation stress from oedometer
tests |
Paniagua,
P.P. |
B5-2 |
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Correlations
between shear wave velocities and geotechnical parameters in Norwegian clays |
l'Heureux,
J.S. |
B5-3 |
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Triaxial
testing of overconsolidated, low plasticity Clay Till |
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Augustesen,
A.H.A.U. |
B5-4 |
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Comparison
of the sample quality criteria for assessing the quality of low plastic
sensitive soft
clay samples |
Amundsen,
H.A. |
B5-5 |
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Session
C5 - Friday 27. of May 15:15 - 16:30 |
Deep
foundation and excavations |
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Dynamic
stiffness of horizontally vibrating suction caissons |
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Latini,
C. |
C5-1 |
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On
the design of a deep secant pile wall |
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Lied,
O.K. |
C5-2 |
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ND |
N.,
N. |
C5-3 |
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Drainage
to deep sheet pile wall supported excavations causing settlements |
Langford,
J.L. |
C5-4 |
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Underwater
ERT Surveys in Central Stockholm |
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Dahlin, T. |
C5-5 |
