Searched for: subject:"sheet%5C+pile"
(1 - 14 of 14)
document
Breedeveld, J. (author), Zwanenburg, C. (author), Van, M. (author), Lengkeek, H.J. (author)
Levees in the Netherlands have traditionally been constructed from soil. Climate change and land subsidence require heightening and/or reinforcing these existing levees. Traditional reinforcements demand additional space, which in some cases conflicts with existing buildings. Applying sheet pile walls in levees allows for strengthening while...
conference paper 2019
document
Lengkeek, H.J. (author), Post, M. (author), Breedeveld, J. (author), Naves, Thomas (author)
Dikes in the Netherlands have traditionally been constructed with soil. Climate change and subsidence requires heightening and or reinforcing these existing dikes. Traditional reinforcements demand additional space, which in some cases conflicts with existing buildings. Applying sheet pile walls in dikes allows for strengthening while minimizing...
conference paper 2019
document
Lengkeek, H.J. (author), Naves, Thomas (author), Post, M. (author), Breedeveld, J. (author)
Dikes in the Netherlands have traditionally been constructed with soil. Climate change and sub-sidence requires heightening and or reinforcing of these existing ground dikes. Traditional reinforcements de-mand additional space, which in some cases conflicts with existing buildings. Applying sheet pile walls in dikes allows for strengthening...
conference paper 2019
document
Habets, C.J.W. (author), Peters, D.J. (author), de Gijt, J.G. (author), Metrikine, A. (author), Jonkman, S.N. (author)
Conventional seismic designs of quay walls in ports are mostly based on pseudo-static analysis. A more advanced alternative is the Performance-Based Design (PBD) method, which evaluates permanent deformations and amounts of (repairable) damage under seismic loading. The aim of this study is to investigate the suitability of this method for...
journal article 2016
document
Spross, J. (author), Olsson, L. (author), Hintze, S. (author), Stille, H. (author)
To reduce the costs of unexpected geotechnical events in construction projects in Sweden, the Swedish Geotechnical Society has adopted a general methodology for risk management. In this paper, we exemplify how the proposed risk management philosophy could have been applied on a sheet-pile wall, which failed in 1992 in Stockholm because the...
conference paper 2015
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Detert, O. (author), Konig, D. (author), Schanz, T. (author)
Centrifuge tests are conducted to analyze the behavior of a new adaptive foundation system for embankments on very soft soils. The embankment is constructed in-flight in three stages. Various measurements are taken during the test, which are used for the calibration and verification of a numerical model. This paper describes the new adaptive...
conference paper 2012
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Fagot, A. (anne.fagot@arcelormittal.com) (author), Schmitt, A. (author)
Stray currents are known to promote corrosion of nearby metallic structures. Electrolysis is the responsible phenomenon. Where currents enter the metallic structure, the latter is protected. The construction corrodes at the location where currents exit through the ground to be collected by the substation. The extent of such corrosion has until...
conference paper 2010
document
Meijers, P. (author)
During vibratory sheet piling quite often the soil near the sheet pile wall will settle. In many cases this is not a problem. For situations with houses, pipelines, roads or railroads at relative short distance these settlements may not be acceptable. The purpose of the research described in this thesis is to develop a model that is capable of...
doctoral thesis 2007
document
Schweckendiek, T. (author), Courage, W.M.G. (author), Van Gelder, P.H.A.J.M. (author)
The Finite Element Method is well accepted in design practice nowadays. It can be used for modeling complex structures and systems. The constitutive models are improving, which enables us to make more accurate predictions of the real world behavior. On the other hand, especially in the field of geotechnical engineering, the uncertainties in the...
conference paper 2007
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Pruiksma, J.P (author), Gardien, W. (author), Duin van, F. (author)
report 2003
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Kort, D.A. (author)
For almost a century, steel sheet pile walls are applied worldwide as earth retaining structures for excavations and quay walls. Within the framework of the development of European structural codes for Civil Engineering works, the Eurocodes, Eurocode 3 Part 5 for design of steel sheet pile walls was issued in 1997. This code offers possibilities...
doctoral thesis 2002
document
Kranz, E. (author)
Die Anregung zu der vorliegenden Abhandlung erhielt ich aus der Grundbaupraxis bei Entwurfarbeiten für verankerte Spundwandkajen. Insbesondere war es die Tatsache, dass sich nach dem bisher allgemein üblichen Verfahren zur Bestimmung der erforderlichen Ankerlänge - mittels aktiver und in der Erdoberfläche ansetzender passiver Gleitlinie - bei...
report 1953
document
Blum, H. (author)
report 1950
document
Blum, H. (author)
Der Zweck dieser Arbeit ist, die in der Praxis am häufigsten vorkommenden Belastungsformen von Bohlwerken zu untersuchen: Wie ist der Belastungsverteilung, wie sind die Einspannungsverhältnisse und wie können sie leicht und doch genügend genau rechnerisch erfasst werden? Alle Systeme lassen sich auf das erste, Belastung mit Einzelkraft,...
report 1930
Searched for: subject:"sheet%5C+pile"
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