List of Specialist Publications
The following list contains specialist publications since the year 2000.
Most of our publications are available in german language only. As a service to the readers we have translated the titles of our publications into english. Please note the german or english flags indicating in which language an article is available. For further article search please contact the central library for waterways engineering (VZB).
335 entries found.
| Author(s) | Title | Year | Details | |
|---|---|---|---|---|
| Abromeit, H.-U. | Adjustment of the Technical Terms of Delivery (TLW) for Armourstones to the new standard EN 13383 - Armourstones |  |
2004 | Details |
| Abromeit, H.-U.; Alberts, D.; Bartnik, W.; Fischer, U.; Fleischer, P.; Fuehrer, M.; Heibaum, M.; Kayser, J.; Knappe, G.; Köhler, H.-J.; Liebrecht, A.; Reiner, W.; Schmidt-Vöcks, D.; Schulz, H.; Schuppener, B.; Söhngen, B.; Soyeaux, R. | Principles for the Design of Bank and Bottom Protection for Inland Waterways | |
2004 | Details |
| Baessler, M.; Niederleithinger, E.; Georgi, S.; Herten, M. | Evaluation of the dynamic load test on bored piles in sandy soil |  |
2012 | Details |
| Bauer, E.-M.; Fleischer, P. | Technical-biological Bank Protection on Navigable Rivers and Canals as an Alternative to Classic Riprap Revetments | |
2010 | Details |
| Bednarczyk, K.; Heeling, A.; Schaller, D.; Vierfuß, U. | Coastal protection at the North and Baltic Sea: Helgoland Island | |
2008 | Details |
| Benz; T. | Investigation of marine underground structures in coastal areas | |
2003 | Details |
| Benz, T.; Kauther, R. A.; Schwab, R. | Simulation of a large excavation using a Hoek-Brown model | |
2006 | Details |
| Benz, T.; Kauther, R.; Schwab, R. | Simulation of a large excavation using a Hoek-Brown model | |
2006 | Details |
| Benz, T.; Schwab, R. | A quantitative comparison of four rock failure criteria | |
2008 | Details |
| Benz, T.; Schwab, R.; Kauther, R. | Verification and application of a modified Hoek-Brown rock failure criterion | |
2008 | Details |
| Benz, T.; Schwab, R.; Vermeer, P. | Small-strain stiffness in geotechnical analyses | |
2009 | Details |
| Benz, T.; Schwab, R.; Vermeer, P. A. | Incorporating small-strain stiffness into geotechnical analysis | |
2007 | Details |
| Benz, T.; Schwab, R.; Vermeer, P. A. | On the practical use of advanced constitutive laws in finite element foundation analysis | |
2003 | Details |
| Benz, T.; Schwab, R.; Vermeer, P. A. | On the numerical modelling of quasi-static cyclic problems | |
2005 | Details |
| Benz, T.; Schwab, R.; Vermeer, P. A.; Kauther, R. A. E. | A Hoek-Brown criterion with intrinsic material strength factorization | |
2008 | Details |
| Benz, T.; Vermeer, P. A. | Discussion on the paper "On the correlation of the oedometric and the dynamic stiffness of non-cohesive soils" by Wichtmann, T. und Triantafyllidis, T. | |
2007 | Details |
| Bergholz, K. | Vertical bearing capacity of sheet pile walls in soil | |
2012 | Details |
| Bergholz, K.; Herten, M. | Driving Tests and Load Tests on Sheet Pile Walls on the DEK (north) | |
2012 | Details |
| Bergholz, K.; Kauther, R.; Straßer, D.; Montenegro, H. | Investigations on groundwater-induced processes in the subsoil of Hessigheim lock | |
2012 | Details |
| Beuth, L.; Benz T.; Vermeer, P. A.; Coetzee, C. J.; Bonnier, P.; van den Berg, P. | Formulation and validation of a quasi-static Material point Method | |
2007 | Details |
| Beuth, L.; Benz, T.; Vermeer; P. A.; Wiêckowski, Z.; Coetzee, C. J. | Large deformation analysis using a quasi-static Material Point Method | |
2007 | Details |
| Brockmann, J.; Heeling, A.; Pohl, M.; Uliczka, U. | The Kiel Canal (Nord-Ostsee-Kanal) | |
2008 | Details |
| Davis, M.; Koenders, M. A.; Köhler, H. J. | Risk analysis of unsaturated, non-cohesive subsoil due to turbulent flow fluctuations | |
2004 | Details |
| Davis, M.; Köhler, H. J.; Koenders, M. A. | Unsaturated subsoil erosion protection in turbulent flow conditions | |
2006 | Details |
| Dornecker, E. | Information on the Use of Ground Anchors and Small Injection Piles for Back-Anchoring | |
2010 | Details |
| Dornecker, E.; Dietz, K. | Reply to Quast, A., Milzner, Th., Thieken, K., Achmus, M.: On the use of composite piles instead of grouted anchors for the anchorage of sheet pile walls. (Bautechnik 85 (2008), No. 6, p 367-373) | |
2009 | Details |
| Eisenmann, J. | Alternative Technical-Biological Bank Protection on German Inland Waterways - Geotechnical Aspects. | |
2009 | Details |
| Eisenmann, J. | Wave basin model tests of technical-biological bank protection | |
2010 | Details |
| Eisenmann, J.; Fleischer. P. | Methods and Limitations of Biological Bank Protection at Waterways | |
2012 | Details |
| Eißfeldt, F. P. | Geotechnical Aspects of Development and Repair of Inner-City Waterways | |
2009 | Details |
| Eißfeldt, F. P. | Up-to-Date Information from Geotechnical Engineering in Coastal Areas | |
2009 | Details |
| Eißfeldt, F. P.; Pietsch, M. | Geotechnical and rheological study of the nautical bottom at the Außenweser estuary | |
2001 | Details |
| Engel, J.; Schuppener, B.; Hettler, A.; Kunz, E. | A concept of a database for results of laboratory tests on soil and rock | |
2009 | Details |
| Entenmann, W.; Banduch, M.; Müller, L.; Rübesamen, U.; Blume, K.-H.; Siebenborn, G. | Ground investigations: design - execution - supervision - interpretation | |
2006 | Details |
| Espert, M.; Stelzer, O.; Schum, S. | Planning and Realising the Pit for Repair of the Bamberg Lock | |
2010 | Details |
| Fittschen, T.; Pohl, M.; Schüttrumpf, H. | Field measurements of ship induced pressures in an estuarine dike | |
2008 | Details |
| Fleischer, P. | New types of impervious lining systems for inland waterways | |
2006 | Details |
| Fleischer, P. | Alternative technical biological bank protection measures applied on inland waterways - joint focus of research of BfG and BAW | |
2010 | Details |
| Fleischer, P. | Application of technical-biological methods of bank protection on German waterways | |
2012 | Details |
| Fleischer, P. | Unterwassereinbau von Oberflächendichtungen in Bundeswasserstraßen - derzeitiger Stand der Entwicklungen (Aktualisierung zum BAW-Brief 2/2003) | |
2011 | Details |
| Fleischer, P. | Impervious lining systems for inland waterways - state of the art 12/2005 | |
2005 | Details |
| Fleischer, P. | Natural clay lining "Hirdes installation system TONI 2000" (now BUNTE) | |
2005 | Details |
| Fleischer, P. | Effectiveness of incomplete sealing systems in dikes | |
2008 | Details |
| Fleischer, P. | Technical-biological bank protection measures on navigable rivers and canals as an alternative to classical riprap | |
2009 | Details |
| Fleischer, P. | Studies on alternative technical-biological bank protection measures applied on inland waterways | |
2007 | Details |
| Fleischer, P. | Arrangement of sealing systems in dikes | |
2007 | Details |
| Fleischer, P.; Eisenmann, J.; Soyeaux, R. | Bank protection and ecology - Investigations of possibilities and limitations of natureorientated bank protection techniques on inland waterways | |
2010 | Details |
| Fleischer, P.; Franke, J. | Functionality of different sealing systems in dikes | |
2005 | Details |
| Fleischer, P.; Haarer, R.; Heibaum, M. | Assessment of Re-excavated Bentonite Mats Used to Seal Embankments | |
2009 | Details |
| Fleischer, P.; Haarer, R.; Heibaum, M. | GCL lining in navigation canals and dikes - findings of excavation after several years of service | |
2007 | Details |
| Fleischer, P.; Heerten, G.; Heyer, D.; Werth, K. | Improving structural stability and sealing efficiency of embankments and dykes by using local soil and geosynthetics | |
2007 | Details |
| Fleischer, P.; Heibaum, M. | Excavation of GCL lining (GBR-C) in navigation canals and dikes after several years of service | |
2008 | Details |
| Fleischer, P.; Heibaum, M. | Geosynthetic clay liners for hydraulic structures | |
2012 | Details |
| Fleischer, P.; Heibaum, M. | GCL lining in navigation canals and dikes | |
2006 | Details |
| Fleischer, P.; Heibaum, M.; Kayser, J.; Schuppener, B.; Söhngen, B.; Soyeaux, R. | "Principles for the Design of Bank and Bottom Protection for Inland Waterways", (englische Ausgabe von "Grundlagen zur Bemessung von Böschungs- und Sohlensicherungen an Binnenwasserstraßen") | |
2005 | Details |
| Fleischer, P.; Herz, H.-W.; Kolb, S.; Koop, J.; Liebenstein, H. | Studies on alternative technical-biological bank protection measures applied on inland waterways | |
2006 | Details |
| Fleischer, P.; Kayser, J. | Experiences with bank protections for inland waterways | |
2009 | Details |
| Fleischer, P.; Kayser, J. | Experiences with revetments for inland waterways in Germany | |
2010 | Details |
| Fleischer, P.; Kayser, J. | Experiences with revetments for inland waterways in Germany | |
2010 | Details |
| Fleischer, P.; Kayser, J.; Schneider, A. | Impervious lining systems for inland waterways | |
2006 | Details |
| Fleischer, P.; Liebenstein, H. | Studies on alternative technical-biological bank protection measures applied on inland waterways | |
2008 | Details |
| Fleischer, P.; Schilling, K. | Ecological transformation of the bank areas along waterways - alternative bank protection types | |
2011 | Details |
| Fleischer, P.; Soyeaux, R. | Alternative Bank Protections | |
2010 | Details |
| Fleischer, P.; Soyeaux, R. | Studies on alternative technical-biological bank protection measures applied on inland waterways | |
2008 | Details |
| Fleischer, P.; Soyeaux, R. | Assessment of the condition and stability of conventional and alternative bank protection measures during wave load - first results of R&D project | |
2005 | Details |
| Fleischer, P.; Soyeaux, R. | Studies on alternative technical-biological bank protection measures applied on inland waterways - results of a survey within the German Federal Waterways and Shipping Administration | |
2006 | Details |
| Fleischer, P.; Soyeaux, R. | Studies on alternative technical-biological bank protection measures applied on inland waterways | |
2007 | Details |
| Fleischer, P.; Soyeaux, R.; Kleinwächter, M.; Schilling, K. | Technisch-biologische Ufersicherungen an Binnenwasserstraßen - Naturversuch am Rhein, km 440,600 bis km 441,600 (rechtes Ufer) | |
2012 | Details |
| Fleischer, P.; Soyeaux, R.; Kleinwächter, M.; Schilling, K. | Untersuchungen zu alternativen technisch-biologischen Ufersicherungen an Binnenwasserstraßen (Gemeinsames FuE-Projekt der BAW und BfG) Ergebnisse aus der Versuchsstrecke Stolzenau an der Weser, km 241,550 - 242,300, rechtes Ufer | |
2011 | Details |
| Fleischer, P.; Thyssen, H.-J. | Experience with bank protection applied on German waterways | |
2005 | Details |
| Forel, D.; Benz, T., Pennington, W. D. | Seismic Data Processing with Seismic Un*x | |
2005 | Details |
| Frank, R.; Bauduin, C.; Driscoll, R.; Kavvadas, M.; Krebs Ovesen, N.; Orr, T.; Schuppener, B. | "Designers‘ Guide to EN 1997-1 Eurocode 7: Geotechnical Design - General Rules" | |
2004 | Details |
| Frank, R.; Schuppener, B.; Vogt, N.; Weißenbach, A. | Verification of ultimate limit states in geotechnical design in France and Germany | |
2007 | Details |
| Fuchs, I. | Drainage Layers underneath the Asphalt Lining of the Main-Danube-Canal | |
2011 | Details |
| Gheorghiu, ; Kunze, ; Stelzer, O. | Application of the FEM for the repair of the Bamberg lock | |
2008 | Details |
| Graf, H. | Rock borings | |
2007 | Details |
| Heeling, A. | Geotechnical problems during the extension of federal waterways in the Barnim area | |
2004 | Details |
| Heeling, A. | Thickness measurements on sheet pile walls taken by the Bundesanstalt für Wasserbau since a quarter of a century | |
2010 | Details |
| Heeling, A. | Ground investigations for hydraulic engineering structures | |
2007 | Details |
| Heeling, A. | Thickness measurements on sheet pile walls taken by the Bundesanstalt für Wasserbau since a quarter of a century. | |
2010 | Details |
| Heeling, A. | Assessment of the state of corrosion of steel sheet-pile walls. Measurements of the residual wall thickness and investigation of the soil environment. | |
2009 | Details |
| Heeling, A. | Evaluation of the corrosion status of steel sheet pile walls. Measurements of remaining wall thickness and milieu sampling | |
2007 | Details |
| Heeling, A. | From borehole log to ground model | |
2007 | Details |
| Heeling, A., Alberts, D. (?) | Description and assessment of the corrosion state on corroded sheet pile walls | |
2006 | Details |
| Heerten, G.; Heibaum, M.; Haselsteiner, R.; Werth, K. | Danger of flooding - new safety concepts for dikes using geosynthetics | |
2008 | Details |
| Heerten, G.; Heibaum, M.; Haselsteiner, R.; Werth, K. | New safety measures in dike construction by using geosynthetics | |
2009 | Details |
| Heibaum, M. | Geotechnical filters - the important link in scour protection | |
2004 | Details |
| Heibaum, M. | Hydraulic applications of geosynthtetics | |
2010 | Details |
| Heibaum, M. | Placement procedures and tests for geosynthetic filters in waterways | |
2008 | Details |
| Heibaum, M. | Findings from Digging-Up Dyke Sealing Measures Consisting of Geosynthetic Clay Liners after Multi-Annual Use | |
2009 | Details |
| Heibaum, M. | Design and practice of scour and erosion countermeasures in waterways. | |
2008 | Details |
| Heibaum, M. | Information transfer for soil exploration | |
2011 | Details |
| Heibaum, M. | On the necessity of professional ground exploration | |
2011 | Details |
| Heibaum, M. | Scour protection - manifold applications using geosynthetic containers | |
2004 | Details |
| Heibaum, M. | Geotechnical Verifications taking account of the compressibility of pore water | |
2004 | Details |
| Heibaum, M. | Combatting Erosion with Geosynthetic Containers |  |
2009 | Details |
| Heibaum, M. | New principles for geotechnical verificatins and resulting recommendations | |
2005 | Details |
| Heibaum, M. | Models and standards for the design of deep excavations | |
2005 | Details |
| Heibaum, M. | Hydraulic applications of geosynthtetics | |
2007 | Details |
| Heibaum, M. | Geotextiles to protect the soil from the erosive forces of water | |
2007 | Details |
| Heibaum, M. | Hydraulic applications of geosynthtetics | |
2008 | Details |
| Heibaum, M. | EAU and the new safety concept of DIN 1054:2003-01 | |
2004 | Details |
| Heibaum, M. | Classical analysis and Finite-Element-Calculations for verifications acording to DIN 1054 | |
2008 | Details |
| Heibaum, M. | Digging Out of Embankment Sealing Layers Consisting of Geosynthetic Clay Liners | |
2010 | Details |
| Heibaum, M. | Seminary "Dikes and Embankments - geotechnical aspects of flood protection” | |
2006 | Details |
| Heibaum, M. | Geosynthetic applictions in dikes and embankments | |
2006 | Details |
| Heibaum, M. | Geosynthetics in agricultural and aquacultural applications | |
2010 | Details |
| Heibaum, M. | Think in Terms of Deformations! - The Development of the FEM to a Tool for Geotechnical Proofs | |
2009 | Details |
| Heibaum, M. | Combining Plants, Natural and Artificial Building Material for the Optimal Protection of Banks and Coasts | |
2012 | Details |
| Heibaum, M. | Cost effective construction methods using geosynthetic containers | |
2004 | Details |
| Heibaum, M. | Geosynthetics in Hydraulic Engineering | |
2006 | Details |
| Heibaum, M. | Seminary "Models and standards in the practical design of deep excavations” | |
2006 | Details |
| Heibaum, M. | The use of geosynthetics in scour protection | |
2006 | Details |
| Heibaum, M. | Tests on geosynthetics used in waterways | |
2010 | Details |
| Heibaum, M. | New safety concept according to DIN 1054 and EAU | |
2004 | Details |
| Heibaum, M. | Geosynthetics for coastal protection | |
2009 | Details |
| Heibaum, M.; Fleischer, P. | Geosynthetic clay liners (GBR-C) for hydraulic structures. | |
2010 | Details |
| Heibaum, M.; Fourie, A.; Girard, H.; Karunaratne, G. P.; Lafleur, J.; Palmeira, E. M. | Hydraulic applications of geosynthetics | |
2006 | Details |
| Heibaum, M.; Herten, M. | Finite-Element calculations and stability according to DIN 1054 | |
2007 | Details |
| Heibaum, M.; Herten, M. | Verifications in accordance with EC 7/DIN 1054 using numerical models | |
2008 | Details |
| Heibaum, M.; Herten, M. | Verifications according to EC7/DIN 1054 using numerical methods. | |
2007 | Details |
| Heibaum, M.; Herten, M. | Finite Element Method (FEM) for verifications in geotechnical design | |
2009 | Details |
| Heibaum, M.; Herten, M. | Verifications in accordance with EC7 / DIN 1054 using numerical methods. | |
2010 | Details |
| Heibaum, M.; Herten, M. | Finite-Element-Method for geotechnical verifications according to standards? | |
2007 | Details |
| Heibaum, M.; Herten, M. | Geotechnical verifications using the finite-element method? | |
2009 | Details |
| Heibaum, M.; Maisner, M. | Waterway Engineering | |
2007 | Details |
| Heibaum, M.; Oberhagemann, K.; Faisal, M. A.; Haque, S. | Geotextile bags for sole permanent bank protection | |
2008 | Details |
| Heibaum, M.; Schuppener, B. | Verifications according to EC7 and DIN 1054 using numerical methods. | |
2004 | Details |
| Heibaum, M.; Schuppener, B. | Limit state design using classical and numerical approaches - Nachweis mit numerischen Verfahren nach EC7 und DIN 1054 | |
2004 | Details |
| Heibaum, M.; Trentmann, J. | Partial grouted riprap for enhanced scour resistance. | |
2010 | Details |
| Heibaum, M.; Warnecke, W. | Investigations on the abrasion behavior of soil from hydraulic impacts | |
2012 | Details |
| Hekel, U.; Odenwald, B. | Borehole Tests for the Evaluation of the Hydraulic Conductivity of Rock | |
2012 | Details |
| Herten,M. | Anwendung der Beobachtungsmethode. | |
2010 | Details |
| Herten, M. | Design of a Construction Pit for a Lock | |
2010 | Details |
| Herten, M. | The application of the finite elements for stability analyses, calculation examples | |
2007 | Details |
| Herten, M. | Construction Pits for Locks | |
2010 | Details |
| Herten, M. | Federal waterway Neckar - a challenge for the geotechnic | |
2012 | Details |
| Herten, M. | Building in existing structures - Excavation pits for the new construction of the Münster lock | |
2007 | Details |
| Herten, M.; Baeßler, M.; Niederleithinger, E.; Georgi, S. | Evaluation of the Dynamisc Load Test on Bored Piles in Sandy Soil | |
2013 | Details |
| Herten, M.; Dornecker, E. | From the Dortmund-Ems-Canal to the River Lippe - Water Going Astray | |
2009 | Details |
| Herten, M.; Dornecker, E. | Ship Accident at the Lippe Canal Bridge and Indicators for Proof Against Hydraulic Heave | |
2010 | Details |
| Herten, M.; Neff, H. K. | EASV expert for geotechnical engineering requirements with regard to expertise and professional experience | |
2013 | Details |
| Herten, M.; Saathoff, J. | Planning and Construction of the New Bolzum Lock on the Hildesheim Branch Canal under Exposed Geological Boundary Conditions | |
2010 | Details |
| Herten, M.; Schwab, R. | Numerical Evaluation of Instrumented Tensile Tests on Upswing Piles | |
2009 | Details |
| Herten, M.; Schwab, R. | On the numerical simulation of a pile load test | |
2008 | Details |
| Herten, M.; Schwab, R.; Feddersen, I.; Fischer, I.; Rother, R. | Instrumented pull-out tests on uplift piles and their numerical evaluation | |
2008 | Details |
| Holfelder, T. | Partial and fully grouted rip rap for revetments - construction and quality control | |
2005 | Details |
| Holfelder, T.; Kayser, J. | Design of revetments for waterways considering excess pore water pressure | |
2005 | Details |
| Holfelder, T.; Kayser, J. | Design of revetments for waterways considering excess pore water pressure | |
2006 | Details |
| Holfelder, T.; Kayser, J.; Hoch, S. | Effectiveness of granular filters under transient flow conditions | |
2006 | Details |
| Houyoux, C.; Alberts, D.; Heeling, A.; Benaissa, B.; De Cristofano, N. | Design method for steel structures in marine environment including the corrosion behaviour. Final report. (Technical steel research. Steel products and applications for building, construction and industry.) | |
2007 | Details |
| Jehle, M.; Klar, M.; Köhler, H.-J.; Heibaum, M. | Detection of particle movement and velocimetry in image sequences of sediment transport. | |
2004 | Details |
| Kauther, R.; Benz, T. | Lock at Minden on the River Weser - Evidence of the Stability of the Construction Pit Slope in Consideration of the Hoek-Brown Failure Criterion | |
2009 | Details |
| Kauther, R.; Herten, M. | Optimized soil investigation for the new construction of the Minden Weser lock | |
2006 | Details |
| Kauther, R., Montenegro | A multiscale approach for the consideration of spatial groundwater flow in the stability analy-sis of a large excavation pit | |
2010 | Details |
| Kauther, R.; Schuppener, B. | Physical modelling of ship collisions with waterway embankments | |
2007 | Details |
| Kayser, J. | Bank Protection on Inland Waterways in the Course of Time | |
2009 | Details |
| Kayser, J. | Construction of the biulding pit for the navigation lock Uelzen II | |
2007 | Details |
| Kayser, J. | Experiences concerning the design and the construction of shore protections for inland waterways in Germany | |
2006 | Details |
| Kayser, J. | Sustainable earth structures for waterways | |
2012 | Details |
| Kayser, J. | How to use DIN EN 13383 "Armourstones" for the design of rip rap | |
2005 | Details |
| Kayser, J. | Design of riprap considering the new standard EN 13383 | |
2006 | Details |
| Kayser, J. | The New Standard Construction Methods for Bank and Bottom Protections on Inland Waterways | |
2009 | Details |
| Kayser, J. | How to use DIN EN 13383 "Armourstones" for the design of rip rap | |
2006 | Details |
| Kayser, J. | Technical aspects concerning the use of armourstones | |
2008 | Details |
| Kayser, J. | Design of Bank Protection with Revetments Taking Account of Load Intensities | |
2012 | Details |
| Kayser, J.; Fleischer, P. | Analysis of the stability of existing bank protections for inland waterways | |
2006 | Details |
| Kayser, J.; Odenwald, B. | Geotechnical aspects of the construction of the navigable lock Uelzen II | |
2006 | Details |
| Kayser, J.; Odenwald, B.; Oltmanns, W. | Construcion of the watertight building pit for the lock Uelzen II | |
2007 | Details |
| Kayser, J.; Oltmanns, W.; Odenwald, B. | Construction of the watertight building pit for the navigation lock Uelzen II | |
2008 | Details |
| Kayser, J.; Schneider, A. | Aspects of placing a clay sealing in waterways | |
2004 | Details |
| Kayser, J.; Schneider, A. | Soil investigations in river areas for development of waterways in rock | |
2006 | Details |
| Kayser, J.; Schwab, R.; Benz, T. | Simultaneous FE-modelling and construction of Uelzen II lock | |
2004 | Details |
| Köhler, H.-J.; Montenegro, H. | Investigations regarding soils below phreatic surface as unsaturated porous media. (In: Unsaturated Soils: Numerical and Theoretical Approaches, Proceedings) | |
2003 | Details |
| Köhler, H.-J.; Schulze R. | Landslide Triggering induced by Barometric Pressure Changes | |
2000 | Details |
| Köhler, H.-J.; Schulze R. | Landslides Triggered in Clayey Soils - Geotechnical Measurements and Calculations | |
2000 | Details |
| Köhler, H.-J.; Schulze, R. | Stabilization of cut slopes using water pressure relief under steady state and transient flow conditions | |
2009 | Details |
| Köhler, H.-J.; Schulze, R. | Securing unstable cut slopes and embankments using pressure relief bore holes | |
2006 | Details |
| Köhler, H.-J.; Schulze, R.; Asami K. | Protection measures in order to increase safety of unstable clay slopes by unconventional pore pressure release techniques | |
2003 | Details |
| Köhler, H.-J.; Schulze, R.; Feddersen, I. | Influence of barometric pressure changes on slope stability - measurements and geotechnical interpretations | |
1999 | Details |
| Köhler, H.-J.; Schwab, R. | Fluidisation of soil under wave attack | |
2005 | Details |
| Köhler, H.-J.; Warnecke, W.; Holfelder, T. | Filters subjected to transient hydraulic loading | |
2004 | Details |
| Koop, F.; Asam, P.; Stelzer, O. | Fundamental position and special problems with the reconstruction of the Hohenwarthe dual chamber minimal loss weir | |
2004 | Details |
| Koop, F.; Asam, P.; Stelzer, O. | General situation and specific problems during the construction of the Hohenwarthe double-chamber thrift lock | |
2004 | Details |
| Kunz, E.; Odenwald, B. | Verification of the stability of a retaining wall at the shiplift Lüneburg using goundwater modelling | |
2006 | Details |
| Laursen, C. | Stability of concrete bases of emergency gates | |
2007 | Details |
| Laursen, C. | Measurements to Determine the Floating Resistance of Weir and Lock Bottoms at Revision Conditions | |
2010 | Details |
| Laursen, C. | Verification of Safety against Piping as Specified in the Code of Practice ?Stability of Embankment Dams at German Inland Waterways? | |
2011 | Details |
| Laursen, C.; Kayser, J. | Internal erosion in soils | |
2012 | Details |
| Laursen, C.; Odenwald, B. | Proof of Joint Erosion According to the BAW Code of Practice on Stability of Dams | |
2009 | Details |
| Laursen, C.; Odenwald, B. | Groundwater Measurements at the Eddersheim Lock | |
2011 | Details |
| Laursen, C.; Odenwald, B. | Proof of Joint Erosion According to the BAW Code of Practice on Stability of Dams | |
2009 | Details |
| Laursen, C.; Odenwald, B. | Stability of an emergecy gate in a waterway with fast emptying of the ajacent canal section | |
2008 | Details |
| Lensing, H.-J.; Laier, W. | Principles for Groundwater Monitoring at WSV Constructions | |
2011 | Details |
| Lensing, H. J.; Willamowski, B. | The lateral canal Tornitz - an alternative solution to a river barrage | |
2010 | Details |
| Liebetruth, F.; Eißfeldt, F. P. | Basic principles of safety and navigability of shipping traffic - studies of the nautical bottom | |
2003 | Details |
| Mastaneh, D.; Koenders, M. A.; Köhler, H.-J. | Pore pressure response due to turbulent flow patterns using combined Lattice Boltzmann and analytical methodology | |
2004 | Details |
| Molck, M.; Höher, M.; Sannebjörk, A.-M.; Kauther, R. | Determination of earth pressure for the new construction of the Minden Weser lock using numerical analysis | |
2007 | Details |
| Montenegro, H. | Seepage through an earthen dam with stochastic variable conductivity structure | |
2004 | Details |
| Montenegro, H. | Surface-subsurface water level measurements to study the effect between river runoff and groundwater dynamics in floodplains | |
2012 | Details |
| Montenegro, H.; Hekel, U. | Dewatering Design for a Deep Excavation in an Impossible to Deterministically Characterize Fractured Aquifer | |
2012 | Details |
| Montenegro, H.; Hekel, U. | Wasserhaltung für die Baugrube der neuen Schleuse in Bolzum - Anwendung der Beobachtungsmethode in einem Kluftgrundwasserleiter | |
2011 | Details |
| Montenegro, H.; Hekel, U. | Hydro-geological Investigation and Technical Design of the Groundwater Lowering for the Construction Pit of the New Bolzum Lock | |
2010 | Details |
| Montenegro, H.; Kauther, A. | A multiscale approach for the consideration of spatial groundwater flow in the stability analysis of a large excavation pit | |
2010 | Details |
| Montenegro, H.; Köhler, H.-J.; Holfelder, T. | Inspection of excess pressure propagation in the zone of gas entrapment below the capillary fringe | |
2004 | Details |
| Montenegro, H.; Odenwald, B. | Investigation of groundwater on the excavation for the new lock in Minden, Germany | |
2009 | Details |
| Montenegro, H.; Odenwald, B. | Design of horizontal relief wells in a canal bridge abutment based on 3D unsaturated flow calculations | |
2006 | Details |
| Montenegro, H.; Odenwald, B. | 3D Groundwater flow modeling at the excavation pit for a ship lock in Minden, Germany | |
2010 | Details |
| Montenegro, H.; Odenwald, B.; Kauther, R. | Optimization of the excavation concept through an adapted dewatering during construction of the new ship lock Minden | |
2013 | Details |
| Niederleithinger, E.; Baessler, M.; Herten, M.; Rumpf, M.; Tronicke, J. | Geotechnical and geophysical characterization of a pile test site in post-glacial soil | |
2013 | Details |
| Nuber, T.; Lensing, H.-J. | Analysis of the Dewatering of the Kummersdorf and Neue Mühle Locks | |
2011 | Details |
| Odenwald, B. | Construction and operation of the groundwater lowering system for the excavation pit of the lock Sülfeld | |
2006 | Details |
| Odenwald, B. | From the Failure of the Embankment Dam at the Elbe Lateral Canal to the Code of Practice "Safety of Embankment Dams at German Inland Waterways" | |
2011 | Details |
| Odenwald, B. | From the Damage on the Elbe Lateral Canal (ESK) to the BAW Code of Practice 'MSD' 2009 | |
2009 | Details |
| Odenwald, B. | Definition of actions by ground- and surface water according to new standards | |
2012 | Details |
| Odenwald, B. | Actions and action effects induced by ground- and surface water | |
2012 | Details |
| Odenwald, B. | Numerical Computation of Seepage Flow through Embankment Dams | |
2011 | Details |
| Odenwald, B. | Neue Fassung des Merkblatts Standsicherheit von Dämmen an Bundeswasserstraßen (MSD 2010) | |
2010 | Details |
| Odenwald, B. | Verification of the stability of flood loaded embankments according to the code of practice "Stability of embankments at german federal waterways (MSD 2005)" | |
2006 | Details |
| Odenwald, B. | Changes in the Code of Practice ? Stability of Embankment Dams at German Inland Waterways (MSD), 2011 Edition | |
2011 | Details |
| Odenwald, B.; Hekel, U.; Thormann, H. | Chapter 10: Groundwater Flow - Groundwater Lowering | |
2009 | Details |
| Odenwald, B.; Herten, M. | Hydraulic heave at underflowed, maginally into the ground extending walls with downstream filter | |
2008 | Details |
| Odenwald, B.; Herten, M. | Dimensioning of Filter Load for Protection Against Hydraulic Heave | |
2009 | Details |
| Odenwald, B.; Herten, M. | Verification of hydraulic heave unter consideration of downstream filters - limits of the verification | |
2007 | Details |
| Odenwald, B.; Kunz, E. | Old boreholes as reason of water inflow in an exavation pit | |
2008 | Details |
| Odenwald, B.; Laursen, C. | Verification of safety against piping as specified in the Code of Practice "Stability of Embankments for Inland Waterways (MSD 2005)" | |
2009 | Details |
| Odenwald, B.; Montenegro, H.; Kauther, R.; Herten, M. | Geohydraulic aspects at the excavation pit for the new Weser lock in Minden | |
2013 | Details |
| Odenwald, B.; Ratz, K. | Prevention of Internal Erosion by Cut-Off Walls in River Embankments on the Upper Rhine | |
2012 | Details |
| Odenwald, B.; Schober, P.; Boley, C. | Research on hydraulic heaves at excavations with surcharge filters | |
2011 | Details |
| Odenwald, B.; Schwab, R. | Design of the groundwater lowering system for the construction of a lock in the Mittellandkanal using goundwater modelling | |
2004 | Details |
| Odenwald, B.; Schwab, R. | Design of the groundwater lowering system for the construction of a lock in the Mittellandkanal using goundwater modelling | |
2004 | Details |
| Ott, E. | Groundwater fluctuations in layered soils during the contruction of diaphragm walls - Experience report from the construction of the Lauenburg Lock | |
2006 | Details |
| Ott, E. | Construction of the Lauenburg Lock | |
2007 | Details |
| Ott, E. | Groundwater monitoring as observational method during the construction of diaphragm walls | |
2005 | Details |
| Ott, E.; Lühr, S. | Inclinometer measurements, laboratory testing and FE calculations as basis of design changes | |
2005 | Details |
| Ott, E.; Lühr, S. | Deformation measurement in complex ground conditions - Experience report from the construction of the new Lauenburg Lock | |
2006 | Details |
| Ott, E.; Lühr, S. | Monitoring of slope deformation and groundwater during construction of the Lauenburg Lock | |
2007 | Details |
| Ott, E.; Siebenborn, G.; Schulze, P. | Experiences with the observational method during the construction of the Lauenburg Lock | |
2006 | Details |
| Pohl, M. | Stability analysis of a bank protection in tidal waters | |
2008 | Details |
| Pohl, M. | Reliability models for dikes in Germany | |
2010 | Details |
| Pohl, M.; Becker, H. | Determination of internal forces by back-analysis and insitu measurements | |
2009 | Details |
| Pohl, M.; Böhle, B.; Eggers, C. | Deep Shafts for the Construction of a Central Culvert Under the Brunsbüttel Lock Facilities | |
2010 | Details |
| Pohl, M.; Böhle, B.; Egggers, C. | Manhole Construction Pits for the Replacement Structure of the Central Culvert at Brunsbüttel Lock Facilities | |
2010 | Details |
| Pohl, M.; Herbst, M.; Konietzky, H. | Numerical Simulation of Revetments in Tidal Areas | |
2010 | Details |
| Pohl, M.; Konietzky, H.; Herbst, M.; Walter, K. | Numerical simulation of rip-rap | |
2009 | Details |
| Pohl, M.; Pulsfort, M; Walz. B. | "Reproducible numerical soil properties and influence of packing geometries on structural behavior" in "Powder and Grains" | |
2005 | Details |
| Pohl, M.; Schüttrumpf, H. | Influence of ship induced porewater-pressures in an estuarine dike | |
2008 | Details |
| Pohl, M.; Schüttrumpf, H. | On-site monitoring to assess the soil-water interaction at dikes and estuaries | |
2006 | Details |
| Puscher, C.; Jöckel, C. | Creating the Construction Pit for the Southern Chamber of Wusterwitz Lock in a Natural Sealing Horizon | |
2010 | Details |
| Ratz, K.; Odenwald, B. | Drainage Measures to Increase the Stability of Structures in Embankment Canal Dams | |
2011 | Details |
| Ratz, K.; Odenwald; B. | Drainages for Increasing the Stability of Structures in Canal Embankments | |
2010 | Details |
| Reincke, H.; Pohl, M.; Schüttrumpf, H. | Dike stability at the 'Altenbrucher Bogen' at the Lower Elbe in the Cuxhaven district | |
2008 | Details |
| Ruppert, F.-R.; Schuppener, B. | The relevance of surveyors and experts for geotechnical verifications | |
2006 | Details |
| Saathoff, J; Kauther, R.; Müller, H.; Herten, M. | Dual use of a secant bored pile wall at the new lock of Dörverden: construction pit lining and chamber wall | |
2012 | Details |
| Saathoff, J.; Kauther, R.; Müller, H.; Herten, M. | Innovative construction method bored pile wall integrated into the chamber wall of the new lock Dörverden | |
2012 | Details |
| Saathoff, J.; Schwab, R. | Application of the finite element method for the design of the new Sülfeld South lock | |
2004 | Details |
| Scheuermann, A.; Montenegro H.; Bieberstein, A. | Column test apparatus for the inverse estimation of soil hydraulic parameters under defined stress condition | |
2003 | Details |
| Scheuermann, A.; Montenegro, H.; Bieberstein, A. | Column test apparatus for the inverse estimation of soil hydraulic parameters under defined stress condition (In: Unsaturated Soils: Numerical and Theoretical Approaches, Proceedings) | |
2003 | Details |
| Schgeiner, H.; Siebenborn, G. | Changes to the ATV DIN 18301 "Drilling works" | |
2007 | Details |
| Schgeiner, H.; Siebenborn, G. | Changes to the ATV DIN 18302 "Borehole extension works" | |
2007 | Details |
| Schneider, A. | Eignungs- und Kontrollprüfungen beim Bau von Dichtungen aus natürlichen Erdstoffen (Tondichtungen) | |
2011 | Details |
| Schneider, A.; Kayser, J. | Root Penetration of Surface Sealing Measures on Waterways | |
2010 | Details |
| Schober, P.; Boley, C.; Odenwald, B. | Hydraulic Heave Safety at Excavations with Surcharge Filters | |
2011 | Details |
| Schober, P.; Odenwald, B. | Influence of a Surcharge Filter on the Failure Mechanisms during Hydraulic Heave | |
2012 | Details |
| Schulze, R. | Breaking and Deformation Behaviour of Slopes Bearing the Risk of Slipping, Taking into Account the Three Phases System | |
2010 | Details |
| Schulze, R. | Pore water pressure effects in clay due to unloading - long-term measurements, change of soil fabric and application | |
2011 | Details |
| Schulze, R. | Ground Investigation in Rock | |
2010 | Details |
| Schulze, R.; Herten, M. | Examples of Lock Construction Pits in Rock | |
2011 | Details |
| Schulze, R.; Köhler, H.-J. | Securing an unstable slope using pressure relief holes - regarding soil under water as a three-phase medium | |
2004 | Details |
| Schulze, R.; Köhler, H.-J. | Landslides in overconsolidated clay - geotechnical measurements and calculations 12th Europ. Conf. Soil Mech Amsterdam, NL | |
1999 | Details |
| Schulze, R.; Köhler, H.-J. | Stabilisation of endangered clay slopes by unconventional pore pressure release technique | |
2003 | Details |
| Schulze, R.; Köhler, H.-J. | Increasing safety of unstable slopes by unconventional pore pressure release technique | |
2003 | Details |
| Schuppener, B. | Eurocode 7: Geotechnical design - Part 1: General rules - its implementation in the European Member States | |
2007 | Details |
| Schuppener, B. | Eurocode 7-1 - part 1: general rules and its latest developments | |
2007 | Details |
| Schuppener, B. | European and German standards for geotechnique | |
2007 | Details |
| Schuppener, B. | Discussion of favourable and unfavourable effects for the verification of the baring capacity according to Eurocode 7-1 | |
2005 | Details |
| Schuppener, B. | Reliability and safety in German geotechnical design | |
2012 | Details |
| Schuppener, B. | European limit state geotechnical design codes | |
2005 | Details |
| Schuppener, B. | Eurocode 7 and DIN 1054 | |
2009 | Details |
| Schuppener, B. | Why Do We Need Standards? | |
2009 | Details |
| Schuppener, B. | Eurocode 7 Geotechnical design. Part 1: General rules and its latest developments | |
2010 | Details |
| Schuppener, B. | Preparation of National Annex to Eurocode 7-1 in Germany | |
2006 | Details |
| Schuppener, B. | Why Do We Need Standards? | |
2009 | Details |
| Schuppener, B. | The Manual of Standards for DIN EN 1997-1 und DIN 1054 | |
2010 | Details |
| Schuppener, B. | Eurocode 7 Geotechnical design. Part 1: General rules and its latest developments | |
2010 | Details |
| Schuppener, B. | Why do we need standards? | |
2010 | Details |
| Schuppener, B. | Ground behaviour as basis for the geotechnical design | |
2005 | Details |
| Schuppener, B. | Living reinforced soil - an ecological method to stabilise slopes | |
2007 | Details |
| Schuppener, B. | The Handbook for Eurocode 7 and DIN 1054:2010 ? Basics for Geotechnical Verification in Waterway Engineering | |
2011 | Details |
| Schuppener, B.; Anagnostopoulos, A.; Linder, W.-R. | European Geotechnical Standards | |
2008 | Details |
| Schuppener, B.; Eitner, V. | The future of DIN standards and Eurocodes | |
2005 | Details |
| Schuppener, B.; Eitner, V. | Eurocodes and DIN Standards - the road ahead | |
2005 | Details |
| Schuppener, B.; Frank, R. | Eurocode 7 for geotechnical design - basic principles and implementation in the European Member States | |
2006 | Details |
| Schuppener, B.; Hettler, A.; Engel, J.; Kunz, E. | Conception of a data base for soil and rock mechanical laboratory tests | |
2008 | Details |
| Schuppener, B.; Kauther, R.; Kramer, H.; Vorbau, J. | Ship collision with sloped banks of waterways - an approach to determining the stopping distance | |
2006 | Details |
| Schuppener, B.; Kauther, R.; Kramer, H.; Vorbau, J. | Ship collision on banks | |
2005 | Details |
| Schuppener, B.; Orr, T. L. L.; Frank, R.; Scarpelli, G.; Simpson, B.; Bond, A.; Day, P. | Eurocode 7 for geotechnical design - a model code for non-European Countries? | |
2009 | Details |
| Schuppener, B.; Ruppert, F.-R. | Consolidation of European and German standards - Eurocode 7, DIN 1054, DIN 4020 | |
2007 | Details |
| Schuppener, B.; Ruppert, F.-R. | Consolidation of European and German standards - Eurocode 7, DIN 1054, DIN 4020 |  |
2008 | Details |
| Schuppener, B.; Ruppert, F.-R. | Merging European and German Standards - Eurocode 7, DIN 1054 and DIN 4020 | |
2009 | Details |
| Schuppener, B.; Simpson, B.; Orr, T. L. L.; Frank, R.; Bond, A. J. | Loss of static equilibrium of a structure - Definition and verification of limit state EQU | |
2009 | Details |
| Schuppener, B.; Vogt, N. | Favourable and unfavourable actions in the verification of bearing capacity of footings | |
2005 | Details |
| Schuppener, B.; Vogt, N. | Treatment of favourable and unfavourable actions in geotechnical design | |
2006 | Details |
| Schuppener, B.; Vogt, N.; Weißenbach, A. | Manual of standards EC 7-1 and DIN 1054:2008 | |
2008 | Details |
| Schwab, R.; Benz, T. | Construction-accompanying simulation of the interaction between adjacent structures | |
2006 | Details |
| Schwab, R.; Benz, T.; Vermeer, P. A. | An accompanying small-strain analysis for a large excavation | |
2007 | Details |
| Schwab, R.; Kauther, R. | Application of the finite element method for the construction of navigable locks - a review | |
2008 | Details |
| Schwab, R.; Köhler, H.-J.; Schulze, R. | Pore water compressibility and soil behaviour - excavations, slopes and draining effects | |
2004 | Details |
| Siebenborn, G. | Probenahme mittels Rammkernbohrungen im Spülbohrverfahren - Vorteile für die Festlegung eines Brunnenausbaus - | |
2013 | Details |
| Siebenborn, G. | Small diameter drilling in accordance with DIN 4021 - a matter of knowledge or conscience? | |
2005 | Details |
| Siebenborn, G. | Borehole dynamic probing in accordance with DIN 4094-2 | |
2008 | Details |
| Siebenborn, G.; Schulze, P.; Ott, E. | Monitoring of slope deformation of the Lauenburg lock | |
2009 | Details |
| Siebenborn, G.; Schulze, P.; Ott, E. | Slope monitoring at the Lauenburg Lock | |
2006 | Details |
| Söhngen, B.; Kayser, J. | New design rules for revetments considering the attack of waves and currents | |
2005 | Details |
| Soyeaux, R. | Alternative Technical-Biological Bank Protection in Germany - Field Tests near Stolzenau / Weser | |
2009 | Details |
| Soyeaux, R. | Geotechnical mode of functioning of technical and biological bank protectio | |
2010 | Details |
| Stelzer, O. | Geotechnical measurements on the dual minimal loss Hohenwarthe weir - measuring results during construction | |
2004 | Details |
| Stelzer, O. | Investigation of the bearing and deformation behaviour of Hohenwarthe lock based on geotechnical measurements | |
2006 | Details |
| Stelzer, O. | Investigation of the Bearing and Deformation Behaviour of Hohenwarthe Lock based on Geotechnical Measurements | |
2010 | Details |
| Stelzer, O. | Feasibility study of the repair of Bamberg lock while in operation | |
2006 | Details |
| Stelzer; O.; Espert, M.; Schum; S. | Repair of Bamberg Lock During Operation | |
2010 | Details |
| Stelzer, O.; Heunisch, M.; Schum, S. | Monitoring the repair of a lock while in operation | |
2009 | Details |
| Stelzer, O.; Schwab, R.; Neumann, S. | Construction of the new Southern Sülfeld Lock - Conclusions drawn from Geotechnical Measurements and Finite Element Calculations | |
2010 | Details |
| Stelzer, O.; Schwab, R.; Neumann, S. | Construction of the new Southern Sülfeld Lock - Conclusions drawn from Geotechnical Measurements and Finite Element Calculations | |
2010 | Details |
| Vermeer, P. A.; Benz, T.; Schwab, R. | Two elastoplastic models for small and large strains and their use in engineering practise | |
2005 | Details |
| Vermeer, P. A.; Vogler, U.; Septanika, E. G.; Stelzer, O. | A strong discontinuity method without locking | |
2004 | Details |
| Vogt, N.; Schuppener, B. | Implementation of Eurocode 7-1 Geotechnical design in Germany | |
2006 | Details |
| Vogt, N.; Schuppener, B.; Weißenbach, A. | Verifications according to EC 7-1 for geotechnical design in Germany | |
2006 | Details |
| Vogt, N.; Schuppener, B.; Weißenbach, A. | Implementation of Eurocode 7-1 in Germany - selection of design approach and values of partial factor | |
2008 | Details |
| Vogt, N.; Schuppener, B.; Weißenbach, A.; Frankovska, J. | Detection of particle movement and velocimetry in image sequences of sediment transport. |  |
2007 | Details |
| Vogt, N.; Schuppener, B.; Weißenbach, A.; Frankovska, J. | Detection of particle movement and velocimetry in image sequences of sediment transport. |  |
2007 | Details |
| Wawra, B; Saenger, N.; Montenegro, H.; Zanke, U. C. E. | Driving forces for solute transport in the hyporheic zone of the River Lahn (Germany): numerical simulations | |
2009 | Details |
| Wolffersdorff, P.-A. von; Schwab, R. | The Uelzen I Lock - Hypoplastic finite-element analysis of cyclic loading | |
2009 | Details |
| Zerrenthin, U. | Settlement During Pile Driving | |
2010 | Details |
| Zierach, R.; Zerrenthin, U. | Methods of Soil Dynamics in Waterways Engineering | |
2009 | Details |