14th European Conference on Soil Mechanics and Geotechnical Engineering

F.B.J. Barends, GeoDelft/Delta Institute/TUDelft

Internal setup in porous dams and dikes.

A. Bezuijen, A.F. van Tol, TU-Delft/GeoDelft

Compensation grouting in sand, fractures and compaction.

H. E. Brassinga, Rotterdam Public Works; A. Bezuijen, GeoDelft

Prediction the long-term behaviour of a bored tunnel in soft soil using a geotechnical centrifuge and numerical models.

H.E. Brassinga, O. Oung, Rotterdam Public Works

Structural behaviour of collar construction made of frozen soils in a deep excavation.

R. Elprama, G. Hannink, V.M. Thumann, Rotterdam Public Works

Leakage tests for the building pit of underground metro station Rotterdam CS.

N.Q. Huy, Delft University of Technology; P. Hölscher, GeoDelft; A.F. van Tol, Delft University of Technology/GeoDelft

The interpretation of a quasi-static pile load test with respect to the effect of excess pore water pressure.

J.A. Jacobse, M. de Kant, Infra Consult + Engineering

Design of the foundation of high-rise buildings in a deep excavation.

A.R. Koelewijn, M.W.A. Hounjet, GeoDelft

Space reservation required for flood embankments in urban areas.

M. Korff, GeoDelft, A.F. van Tol, Delft University of Technology/GeoDelft

Risks related to secant CFA-pile walls.

A.P. Lange, Voton HSP; A. el Molaka, J. Oudhof, Infra Consult + Engineering

Junction ‘Hoendiep’ founded on HSP piles.

J.W. Lambert, V. Whiffin, GeoDelft

Groundwater leakage stopped by bacteria

P. Meijers, A.F. van Tol, Delft University of Technology/GeoDelft

Measured effect of sheet piling on settlements.

O. Oung, H.E. Brassinga, Rotterdam Public Works

Interaction between artificially frozen soils and constructions due to frost heave and results of laboratory tests.

O. Oung, R. Elprama, G. Hannink, Rotterdam Public Works

Effects of heave on the construction of a tension wall foundation in Rotterdam.

T.P.H. Piepers, J. Mangels, R. Winkel, Stump Funderingstechniek BV; A.E.C. van der Stoel, CRUX Engineering BV / Royal Military Academy

European micropile design and application for maximum results.

A.M. de Roo, ARCADIS Bouw en Vastgoed; H.D. Netzel, CRUX Engineering BV; A.E.C. van der Stoel, CRUX Engineering BV / Royal Military Academy; P.J.M. den Nijs, WARECO Amsterdam BV

Risk management during renovation of the new Rijksmuseum Amsterdam.

Bernd Schuppener, Federal Waterways Engineering and Research Institute, Karlsruhe, Germany

Eurocode 7: Geotechnical design - Part 1: General rules - its implementation in the European Member states.

M. van Staveren, GeoDelft

Complementing the Codes - Managing Ground Risk in Urban Environments.

R. Steenbrink, M.G.J.M. Peters

Pumping Plant IJmuiden (the Netherlands).

A.E.C. van der Stoel, CRUX Engineering BV / Royal Military Academy; D. Vink, CRUX Engineering BV; R.W. Ravensbergen, M. de Hertog, Dienst Stedelijke Ontwikkeling - Gemeente Almere

Design and execution of an integrated LTP and gabions system.

A.E.C. van der Stoel, CRUX Engineering BV / Royal Military Academy; J.W. Dijkstra, A.T. Balder, J. Klaver CRUX Engineering BV

A comparative study on the design of LTP systems.

V.M. Thumann, Rotterdam Public Works; H. Hass, CDM Consult GmbH, Bochum, Germany

Application of ground freezing technology for a retaining wall at a large excavation in the centre of Rotterdam, The Netherlands.

M.A. Van, S.J.M. van Eekelen, GeoDelft

‘Kyoto-road’, a cheap and environmental friendly road foundation method for settlements reduction.

A.A.M. Venmans, Road and Hydraulic Engineering Division, Ministry of Transport; C. Lehnen-de Rooij, GeoDelft

Decision support systems in geotechnical engineering: success or failure?

J.C.W.M. de Wit, P.J. Bogaards, Adviesbureau Noord/Zuidlijn Amsterdam / Royal Haskoning, Rotterdam; R.D. Essler, prof. J. Maertens, Consultants; O.S. Langhorst, VOF Stationseiland Amsterdam / Movares Nederland BV, Utrecht;  B.K.J. Obladen, C.F. Bosma, Principal Contractor, CSO, Combinatie Strukton Betonbouw van Oord ACZ; J.J. Sleuwaegen, H. Dekker, Jet grouting Subcontractor, Smet Keller

Sandwich wall beneath Amsterdam Centraal Station: an innovative approach for jet grouting under difficult conditions.

D.C. van Zanten, Rotterdam Public Works

Ground improvement techniques for RandstadRail, Rotterdam.