Subitted abstracts

19.8.2015	Abstracts
Total	160
Denmark	41
Finland	10
Iceland	10
Norway	43
Sweden	28
Nordic	132
Other countries	28

 

Topic of submitted abstracts	#
Environmental geotechnics	2
Foundation and deep excavations	15
Geohazards and slope stability	13
Geotechnical code and standards	2
Geotechnical eartquake engineering	2
Geotechnical implications of climate change	1
Geotechnical structures and infrastructure	17
Innovation in Geotechnical Engineering	4
Investigation, testing and monitoring	46
Modelling, analysis and design	42
Transportation geotechnics and geophysics	8
Underground infrastructures	2
Other	5

Total 160 abstracts have been submitted and following are names of the authors and titles of abstracts

	FAMNAME	FIRSTNAME	COUNTRY	TITLE
19	Aissa	Mohammed Hemza	Algeria	Dynamic analysis of offshore wind energie converters supported on monopiles in the elastic domain
153	Carter	John Phillip	Australia	A rate-dependent creep model for structured soft soils
27	Pistrol	Johannes	Austria	Theoretical and experimental investigations of Continuous Compaction Control (CCC) systems
28	Barbour	S. Lee	Canada	Land-climate interaction modelling of a soil cover system located in northern Canada
53	Hébert	Étienne	Canada	A geostatistical analysis of variations of permeability within a compacted dam core
99	Hunter	Emily Catherine	Canada	Effects of extreme rainfall on geotechnical hazards in the Canadian Rocky Mountains
41	Hanusova	Irena	Czech Republic	The Experimental Pressure and Sealing Plug (EPSP) Experiment as part of the wider European DOPAS project - rock mass improvement and construction
31	Alvin	David Ross	Denmark	An integrated approach to Geotechnics and Geophysics on the Electrification Programme in Denmark
67	Augustesen	A. H.	Denmark	Triaxial testing of overconsolidated, low plasticity Clay Till
46	Bue	Jesper	Denmark	Tolkning af CPT i Palæogent og Neogent ler
12	Bødker	Lars	Denmark	Fitting Oedometer Test results on Søvind Marl to the Hardening Soil model
92	Christensen	Trine Sundsvald	Denmark	Ringsted-Fehmarn Line  Slope Stability of Embankments in Soft Soil Areas
94	Christensen	Søren Bjerregaard	Denmark	Modelling of pile groups and implementations of the non-linear effects in structural modelling programs.  - The interface between pile group and superstructure.
139	Christensen	Anders Bjerregaard	Denmark	DR Koncerthuset in Copenhagen  - a large concert hall supported by three legs on direct foundations.
93	Dam	Asbjørn Mathias	Denmark	Design of Retaining Walls at Metro Nordhavnen - a Case Story
137	Foged	Niels Nielsen	Denmark	Strength and deformation properties of volcanic rocks in Iceland
22	Grønbech	Gitte Lyng	Denmark	Undrained shear strength determination and correlations on Søvind Marl
131	Jørgensen	Morten Anker	Denmark	Geotechnical Engineering for a new container terminal in Lomé, Togo, west Africa.
63	Katic	Natasa	Denmark	OATV for strength estimations in Copenhagen Limestone
111	Kellezi	Lindita	Denmark	Interpretation of Danish Chalk Design Parameters Applicable to Foundation Design
113	Kellezi	Lindita	Denmark	Modelling of Earth Pressure from nearby Single Footings on a Sheet Pile Wall
136	Klinkby	Lone	Denmark	COBRA Cable Site Investigations in the Wadden Sea, Denmark
35	Knudsen	Bjørn Staghøj	Denmark	Bearing Capacity, Comparison of Results from FEM and DS/EN 1997-1 DK NA 2013
66	Knudsen	Jannie	Denmark	Is it reasonable to reduce the shaft resistance for bored piles?
83	Krogsbøll	Anette	Denmark	Slender tubular piles for jacket foundations for offshore wind turbines
33	Latini	Chiara	Denmark	Dynamic stiffness of horizontally vibrating suction caissons
140	Leth	Caspar Thrane	Denmark	Founding on (un)known chalk in Aalborg
26	Lodahl	Michael Rosenlund	Denmark	Oedometer tests with measurement of internal Friction between Oedometer ring and reconstituted clay specimen
132	Luke	Kirsten	Denmark	The influence of Water table in dams of clay on the partial factor of the undrained shear strength.
126	Michaelsen	Jes	Denmark	Temporary Groundwater Control for Construction of Railway Tunnels in Copenhagen
138	Mortensen	Niels	Denmark	Slope stability analysis. Reflections on selected methodologies.
44	Muurholm	Ulrik	Denmark	Application of Open Pile Shoes for Steel Piles Driven to Bedrock
87	Nielsen	Jens Kofod	Denmark	En trappe med udfordringer
32	Nissen	Randi Warncke	Denmark	Comparison Study on geophysical and geotechnical parameters from four locations in Eastern Jutland
13	Okkels	Nik	Denmark	Swelling pressure and yield stresses in Danish, highly overconsolidated, Palaeogene clays of extreme plasticity
37	Palmelund	Jacob Bech	Denmark	Calibration of finite element programs to pre-determine deformations in a deep excavation placed in high plasticity clay
8	Rasmussen	Morten Schousboe	Denmark	Test of bored piles and the outcome of the Danish standard for designing bored piles
9	Rasmussen	Morten Schousboe	Denmark	Additional loads from adjacent structures
25	Simonsen	Thomas Rye	Denmark	Field measurements of pore water pressure in very high plasticity Palaeogene clays in connection to deep excavation and pile driving
81	Soerensen	Jette	Denmark	Presence and probable causes of the formation of zones of weakness in weathered clay till
84	Sorensen	Kenny Kataoka	Denmark	Heave of pile-supported structures due to pile driving in heavily overconsolidated very high plasticity Palaeogene clays
150	Steenfelt	Jørgen Steen	Denmark	Load testing experiences with bored piles in Limestone
45	Sørensen	Søren Peder Hyldal	Denmark	Small-displacement stiffness of static p-y curves for piles in sand
6	Thorsen	Torben	Denmark	Evaluating slope stability for slopes with significant strip load
104	Wisén	Roger	Denmark	Refraction seismic for mapping of limestone surface in a tunnel project in Copenhagen
106	Wisén	Roger	Denmark	Resistivity measurements as a tool for optimizing groundwater protection at a highway construction in Sweden
112	Zania	Varvara	Denmark	Suction caissons subjected to monotonic combined loading
18	Østergaard	Martin Underlin	Denmark	Experiences and recommendations for design of piles in mudstone
102	Dettenborn	Taavi	Finland	Utilisation of recycled aggregates in urban earth construction: crushed concrete, foamed glass and ashes
72	di Buò	Bruno	Finland	Preliminary results from a study aiming to improve ground investigations data
125	D'Ignazio	Marco	Finland	Strength increase below an old test embankment in Finland
157	Kinnunen	Jussi	Finland	Time-related increase in bearing resistance of friction piles
123	Knuuti	Mika Juhani	Finland	Reliability analyses of slopes
147	Koivisto	Kirsi	Finland	Commercialising reclaimed materials in earthworks – guidelines for productization and the process of appending these materials in the Finnish national code of practice
24	Lehtonen	Ville Jussi	Finland	Back-calculation of the Saint-Alban A test embankment with a new modelling approach in LEM
61	Löfman	Monica Susanne	Finland	Vacuum preloading for a truck parking area in Luhtaanmäki Vantaa.
151	Saarenketo	Timo	Finland	Integrated analysis of ground penetrating radar and laser scanner
80	Siren	Rosa Marja Margareet	Finland	Tensile capacity of steel pipe piles drilled in the bedrock
34	Gilleron	Nicolas	France	Influence of deviatoric stress dependent stiffness on settlement trough width in 2D and 3D finite element modelling of tunnelling
128	Gorniak	Joanna	France	Determination of pull-out strength and interface friction coefficient of geosynthetic reinforcement embedded in expanded clay LWA
115	Biryaltseva	Taisiya	Germany	On the influence of the grain size distribution and the grain shape on initial shear modulus in North Sea sands
17	van Keßel	Marie-Therese	Germany	The Use of Geosynthetic Reinforced Retaining Structures Working as Bridge Abutments in Scandinavia and Europe
145	Björnsson	Björn Jóhann	Iceland	Desjarárstífla foundation and grouting work
146	Björnsson	Björn Jóhann	Iceland	Construction of the Sporðöldu Dam, Iceland
159	Halldórsson	Benedikt	Iceland	On the HVSR characteristics at Icelandic strong-motion stations
64	Ólafsdóttir	Elín Ásta	Iceland	Effects of data acquisition parameters on estimation of stiffness profiles of loose post glacial sites using MASW
160	Sigtryggsdóttir	Fjóla Guðrún	Iceland	Monitoring of rock slope failure during spillway operation
7	Sigurdarson	Sigurdur	Iceland	Berm Breakwaters - Geometrical Design
158	Snæbjörnsson	Jónas Þór	Iceland	Effects of soil-structure interaction on the excitation and response of RC buildings subjected to near- and far-field earthquake strong-motion
69	Sævarsdóttir	Þorbjörg	Iceland	Strengthening of unbound base layers in exciting roads
122	Sævarsdóttir	Þorbjörg	Iceland	Deformation Modelling of Unbound Materials in a Flexible Pavement
156	Thorarinsson	Andres	Iceland	New Developments in On-line Monitoring of Geotechnical Data
2	das	Soukat Kumar	India	Numerical modelling of prestressed geogrid reinforced soil under different conditions
119	Sharma	Anil	India	Compressibility and deformation studies of compacted fly ash/GGBS mixtures
3	Ebrahimnezhad	Ebrahim	Iran	Study of rheological behavior of super soft soil (case study: urmia lake causeway embankment subsidence)
11	Majeed	Zaid Hameed	Iraq	Effects of nano-copper on the strength of soft soils exposed to wet and dry conditions
141	Zhussupbekov	Askar	Kazakhstan	Geotechnical Infrastructures of New Capital Astana on Problematical Soil Ground
10	van Baars	Stefan	Luxembourg	The influence of the shaft friction and pile shape on the pile tip bearing capacity
149	Taha	Mohd Raihan	Malaysia	Improving clayey soils with nanomaterials: Effects of freeze-thaw cycles
124	Amundsen	Helene Alexandra	Norway	Comparison of the sample quality criteria for assessing the quality of low plastic sensitive soft clay samples
14	Anusic	Ivana	Norway	Comparison of pile driveability methods based on a case study from an offshore wind farm in North Sea
98	Aunaas	Kristian	Norway	An attempt towards harmonizing the Norwegian guidelines related to construction on sensitive clay
127	Brandt	Madeleine	Norway	V-H-M Yield Surface describing Soil Structure Interaction of Sub-sea Structures and Wind Turbines on Caisson Foundations in Soft Clays
130	Damtew	Tseday	Norway	Monitored Preloaded Embankments for a County Road in Eastern Norway
4	de Bruin	Willem Robert	Norway	Forensic engineering of a large bored pile wall at Avløs station
49	Degago	Samson Abate	Norway	Understanding role of soil parameters in creep calculations of field cases
50	Degago	Samson Abate	Norway	Evaluation of some of the existing CPTU-correlations in the Norwegian geotechnical practice
97	Degago	Samson Abate	Norway	Experience and challenges in using a new pile drilling method in highly sensitive clays
48	Eggen	Astri	Norway	How the standards and other regulations influence geotechnical projects with focus after 2010
96	Gavel-Solberg	Vegard	Norway	Aldringseffekter for peler installert i kvikkleire
60	Gylland	Anders Samstad	Norway	Extended interpretation basis for the vane shear test
118	Hanssen	Stian Baardsgaard	Norway	On the extraction of p-y curves from the 3D-Finite Element Method
71	Haugen	Eigil	Norway	Improving soil characterization with objective use of total sounding
38	Helgason	Einar	Norway	Communication and dissemination, the transition from geotechnical design to construction
78	Johansen	Torbjørn	Norway	Deep excavation close to the iconic Havnelagerbygget in Oslo city centre
109	Jostad	Hans Petter	Norway	3D FE tool for time dependent settlement predictions
82	Kalsnes	B.	Norway	Risk analyses in excavation and foundation work
142	Kåsin	Kristoffer	Norway	CPTU through previously drilled boreholes
143	Kåsin	Kristoffer	Norway	Grout in place piezometers
57	Kassa	Henok Mekonnen	Norway	Numerical Models on Anisiotropy of Rocks
29	Langford	Jenny	Norway	Drainage to deep sheet pile wall supported excavations causing settlements
59	l'Heureux	Jean-Sebastien	Norway	Correlations between shear wave velocities and geotechnical parameters in Norwegian clays
77	Lied	Ole Kristian	Norway	On the design of a deep secant pile wall
39	Olsen	Christian	Norway	Bundle Towhead Foundation Design on Rockdump installed on soft clay
114	Oset	Frode	Norway	On the use of vertical drains and pore pressure control for soft soil stabilization with lime/cement columns
116	Overgård	Ida Elise Vikestad	Norway	Reliability-based design of a monopile foundation for offshore wind turbines based on CPT data
36	Paniagua	Priscilla	Norway	Study on the practices for interpretation of preconsolidation stress from oedometer tests
43	Rigler	Balazs Bela	Norway	Structural characterization of hard rock formations using Wireline Borehole Logging techniques, Case Studies from Norway
62	Rønningen	Jon Abusland	Norway	Effective stress model for soft Scandinavian clays
133	Sandene	Thomas	Norway	Large scale concrete piling in firm to stiff clay
54	Sandven	Rolf	Norway	In-situ detection of sensitive clays
79	Sauvin	Guillaume	Norway	Impact of data acquisition parameters and processing techniques on S-wave velocity profiles from MASW - Examples from Trondheim, Norway
107	Sivasithamparam	Nallathamby	Norway	3D FE Stability analyses of a GOM
74	Smaavik	Tone Fallan	Norway	The Refne landslide, Halden, Norway: case history and use of risk assessment
90	Sojdis	Tommy Haugen	Norway	Brufundamentering på kalksementpeler: Eksempel fra forsøksfelt ved Jaktøyen - Storler
58	Thakur	Vikas	Norway	A procedure for the assessment of undrained shear strength profile of soft clays
73	Thakur	Vikas	Norway	Stress-strain behaviour of the quick clays involved in landslides
101	Torgersrud	Øyvind	Norway	Calculation tool for bearing capacity analyses
21	Valsson	Sigurður Már	Norway	Detecting quick clay with CPTu
89	Vanberg	Maria	Norway	Effect of pile sleeve opening and length below seabed on the bearing capacity of offshore jacket mudmats
135	Veimo	Ingunn	Norway	Education of drilling personnel carrying out pile and anchor drilling in Norway  – effect on work quality and new plans for education in Norway.
23	Yesuf	Girum Yimer	Norway	Towards three-dimensional analysis of pipes and culverts
152	Kania	Mieczyslaw	Poland	Analysis of displacements of the pipeline near an embankment with the partial ultralight filling.
52	Andersson	Charlotte	Sweden	Comparison between different types of vane shear test
120	Andersson	Jimmie	Sweden	Reliability analysis of pile groups based on dynamic pile testing
30	Bergdahl	Karin	Sweden	Landslide risks in a changing climate - The Nors River pilot study area
86	Bergliv	Elin	Sweden	Laboratory study on two-dimensional image analysis as a tool to evaluate degradation of granular fill materials
42	Blomén	Hanna	Sweden	Pore pressure response in the upper open aquifer- field investigations and modelling
88	Dagli	Deniz	Sweden	The effect of thermal gradient on heaving behavior during laboratory tests
100	Dahlin	Torleif	Sweden	Underwater ERT Surveys in Central Stockholm
144	Du-Thinh	Kien	Sweden	Foundation of the new bridge over the Gota River in downtown Gothenburg
91	Edeskar	Tommy	Sweden	Statistical analysis of thaw index for thaw weakening design purposes
105	Edstam	Torbjörn	Sweden	The traffic junction Lindholmsmotet in Gothenburg: An example of creative geotechnical engineering in the construction phase
55	Göransson	Gunnel	Sweden	Multi hazards - Contaminated land vulnerable to natural hazards and climate change effects
56	Göransson	Gunnel	Sweden	Climate change induced river erosion as a trigger for landslide
5	Hassellund	Lovisa	Sweden	Numerical analysis of an upstream tailings dam
117	Hellman	Kristofer	Sweden	Automated co-interpretation of geophysical data for site investigation
47	Isacsson	Ulrika	Sweden	Comparison between field monitoring and calculated settlement for railway embankment built on peat
68	Kullingsjö	Anders	Sweden	Analysis of settelements in the project Södra Marieholmsbron
76	Lundström	Karin	Sweden	Methodology for identification of slope areas sensitive to changes in vegetation cover
129	Lundström	Henrik	Sweden	Climate change and renovation of roads on peat
40	Markusson	Madelene	Sweden	Peaty ground- made for mass stabilization
75	Resare	Fredrik	Sweden	Analysis of a laterally loaded pile in settling soil
85	Stenfeldt	Fredrik	Sweden	Geophysics - Comparison between ground penetrating radar and traditional geotechnical engineering
155	Svahn	Victoria	Sweden	Designing remedial measures for slopes by using the shear strength mobilisation
121	Svensson	Mats	Sweden	GeoBIM for optimal use of geo data
95	Toromanovic	Jasmina	Sweden	Effects on an earthfill dam undergoing dam safety measures
65	Viking	Kenneth	Sweden	Influence of Operator Procedures on Obtained Accuracy in CPTu  Testing
108	Wennermark	Marcus	Sweden	ERT and seismic refraction tomography test at Äspö Hard Rock Laboratory
103	Zeinali	Amin	Sweden	Freezing-Thawing Laboratory Testing of Frost Susceptible Soils
51	Zetterlund	Miriam S.	Sweden	Decision-making for increased sustainability in underground construction works by use of Analytical Hierarchy Process
134	Escallon	Juan Pablo	Switzerland	Rockfall Barrier Dissipation Process for Variable Post Distance
20	Avci	Eyubhan	Turkey	Strength and Compressibility Properties of Highly Plastic Clay Treated with Ultrafine Slag Based Cement
148	Gribben	Shane	UK	Geophysical methods for assessing the geotechnical properties of sensitive clays
154	Hamza	Omar	UK	Investigation into the effect of uncertainty of CPT-based soil type estimation on CPT-based pile bearing capacity
15	Neves	Manuel	UK	Geotechnical Design and Construction of Improvements to Existing Railway Lines
16	Neves	Manuel	UK	Slope Stability Assessment and Evaluation of Remedial Measures Using Limit Equilibrium and Finite Element Approaches
1	Hoffman	Peter	USA	Contributions of Janbu and Lade as applied to Reinforced Soil
110	Montalvo-Bartolomei	Axel Manuel	USA	Solutions for Various Obstacles Encountered with Laboratory Piping Tests