GeotechnikPub Date : 2025-06-20DOI: 10.1002/gete.202580211
{"title":"Titelbild: geotechnik 2/2025","authors":"","doi":"10.1002/gete.202580211","DOIUrl":"https://doi.org/10.1002/gete.202580211","url":null,"abstract":"<p><b>Zum Titelbild</b></p><p>Seit September 2021 entsteht in der Hamburger HafenCity, direkt am Oberhafenkanal, der Elbtower – ein ambitioniertes Bauprojekt auf engstem Raum. Auf dem 21.000 m<sup>2</sup> großen Baufeld an den Elbbrücken, unmittelbar neben dem S-Bahnhof, wurden bis Februar 2023 unter anspruchsvollen zeitlichen und technischen Rahmenbedingungen die Spezialtiefbauarbeiten durchgeführt. Zur Gründung des Hochhauses kamen 63 Großbohrpfähle mit einer beeindruckenden Tiefe von jeweils 83 Metern zum Einsatz. Darüber hinaus waren umfangreiche Sicherungsmaßnahmen für die Baugrube sowie komplexe Gründungen im Sockelbereich und für angrenzende Nebenbauwerke erforderlich. Die Baustelleneinrichtung musste dabei den parallelen Einsatz mehrerer Gewerke und Großgeräte ermöglichen – eine logistische Herausforderung, die das Baustellenteam kontinuierlich forderte. (Foto: ARGE Baugrube und Gründung Elbtower)</p>","PeriodicalId":43155,"journal":{"name":"Geotechnik","volume":"48 2","pages":""},"PeriodicalIF":0.5,"publicationDate":"2025-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/gete.202580211","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144323364","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
GeotechnikPub Date : 2025-06-20DOI: 10.1002/gete.202580231
Gebhard Dausch
{"title":"Der Spagat zwischen Bauausführung und Normung","authors":"Gebhard Dausch","doi":"10.1002/gete.202580231","DOIUrl":"https://doi.org/10.1002/gete.202580231","url":null,"abstract":"","PeriodicalId":43155,"journal":{"name":"Geotechnik","volume":"48 2","pages":"77-78"},"PeriodicalIF":0.5,"publicationDate":"2025-06-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/gete.202580231","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144323764","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
GeotechnikPub Date : 2025-06-05DOI: 10.1002/gete.202500003
Dipl.-Ing. Univ. Paul Pandrea, Univ.-Prof. Dr.-Ing. Conrad Boley
{"title":"Neuerungen in der Tiefenrütteltechnik bei Planung, Bemessung und Ausführung","authors":"Dipl.-Ing. Univ. Paul Pandrea, Univ.-Prof. Dr.-Ing. Conrad Boley","doi":"10.1002/gete.202500003","DOIUrl":"https://doi.org/10.1002/gete.202500003","url":null,"abstract":"<p><b>New aspects of ground treatment by deep vibration in design and execution</b></p><p>Ground treatment by depth vibrators has been applied for almost 100 years now in Germany and beyond and has made remarkable progress in this period. In its different technical variants is can be used in diverse ways for ground improvement. This development is obvious in the equipment and tooling employed as well as in the new technical regulations and standards for design and execution. The authors are presenting the latest developments in this field and are answering frequent questions that recently arose for specific aspects and details of ground treatment by deep vibration.</p>","PeriodicalId":43155,"journal":{"name":"Geotechnik","volume":"48 3","pages":"223-233"},"PeriodicalIF":0.4,"publicationDate":"2025-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145181511","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
GeotechnikPub Date : 2025-04-30DOI: 10.1002/gete.202400029
Dipl.-Ing. Nils Focke, Dr. techn. Iman Bathaeian, Univ.-Prof. Dipl.-Ing. Dr.techn. Barbara Schneider-Muntau
{"title":"On the sensitivity of model parameters to tunnel deformations in soft soils","authors":"Dipl.-Ing. Nils Focke, Dr. techn. Iman Bathaeian, Univ.-Prof. Dipl.-Ing. Dr.techn. Barbara Schneider-Muntau","doi":"10.1002/gete.202400029","DOIUrl":"https://doi.org/10.1002/gete.202400029","url":null,"abstract":"<p>In geotechnical engineering, various material models are available for numerical calculations, differing in formulation, applicability, and complexity. Selecting the right one is crucial for accurate results and high-quality predictions. Therefore, understanding the interactions between the material model's mathematical structure, input parameters, and the modelling process is essential. This paper investigates the impact and sensitivity of input parameters for the linear-elastic, ideal plastic Mohr-Coulomb Model, the elasto-plastic Hardening Soil Model, and the Soft Soil Model, focusing on tunnel cross-section deformations in challenging soft soils.Using the Finite Element Method Plaxis2D, a model accounting for relevant tunnelling boundary conditions is created. The three material models are calibrated based on simulated oedometric and triaxial tests to ensure comparable soil behaviour. The results demonstrate that the cross-sectional deformations determined from the two non-linear material models exhibit minimal discrepancy. For both, the heave of the invert, a consequence of tunnel excavation-induced unloading, represents the most significant deformation. The linear one proves to be inappropriate for modelling the given context due to an unrealistically large heave. The subsequent sensitivity analysis highlights the relevance of the soil unit weight γ, the stiffness <span></span><math></math> in the HSM and the swelling coefficient κ* and the Poisson's ratio ν<sub><i>ur</i></sub> in the SSM.</p>","PeriodicalId":43155,"journal":{"name":"Geotechnik","volume":"48 3","pages":"203-212"},"PeriodicalIF":0.4,"publicationDate":"2025-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145181675","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
GeotechnikPub Date : 2025-04-25DOI: 10.1002/gete.202400039
Dr. rer. nat. Marion Nickmann, Dipl.-Ing. (Univ.) Tobias Baumgärtel, Dr. rer. nat. Ralf J. Plinninger
{"title":"Determination of the slaking potential of rock using the combined method of wetting-drying and crystallization tests\u0000 Bestimmung der Zerfallsneigung von Gesteinen im kombinierten Befeuchtungs-Trocknungs-Verfahren mit Kristallisationsversuch","authors":"Dr. rer. nat. Marion Nickmann, Dipl.-Ing. (Univ.) Tobias Baumgärtel, Dr. rer. nat. Ralf J. Plinninger","doi":"10.1002/gete.202400039","DOIUrl":"https://doi.org/10.1002/gete.202400039","url":null,"abstract":"","PeriodicalId":43155,"journal":{"name":"Geotechnik","volume":"48 2","pages":"126-139"},"PeriodicalIF":0.5,"publicationDate":"2025-04-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144323457","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}