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Geomechanik und Tunnelbau最新文献

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Challenges and new approaches for the inspection of railway tunnels – Asset safety management Herausforderungen und neue Ansätze bei der Inspektion von Eisenbahntunneln – Anlagensicherheitsmanagement 铁路隧道检测的挑战和新方法 - 资产安全管理 铁路隧道检测的挑战和新方法 - 资产安全管理
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400048
Dipl.-Ing. Robert Matt, Dipl.-Ing. Dr.techn. Bernd Moritz, Dipl.-Ing. Thomas Parapatich
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引用次数: 0
Preview: Geomechanics and Tunnelling 6/2024 预览：地质力学与隧道工程 6/2024
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202480598
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引用次数: 0
Impacts on protective structures due to gravitational mass movements Einwirkungen auf Schutzbauwerke infolge gravitativer Massenbewegungen 重力质量移动对保护结构的影响 重力质量移动对保护结构的影响
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400052
Dipl. Ing. Dr.techn. Simon Berger, Univ. Prof. Dipl. Ing. Dr. techn. habil. Robert Hofmann
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引用次数: 0
Monitoring and maintenance of safety structures against alpine hazards – Approach in Bavaria Überwachung und Instandhaltung von Sicherungsbauwerken gegen alpine Naturgefahren – Herangehensweise in Bayern 监测和维护安全结构以防高山自然灾害--巴伐利亚州的做法 监测和维护安全结构以防高山自然灾害--巴伐利亚州的做法
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400055
Dipl.-Geol. Andreas Koch, MSc Philipp Jansen, Dr. Kilian Scharrer, MSc Klaus Keilig, Dipl.-Geol. Jochen Wolf
{"title":"Monitoring and maintenance of safety structures against alpine hazards – Approach in Bavaria\u0000 Überwachung und Instandhaltung von Sicherungsbauwerken gegen alpine Naturgefahren – Herangehensweise in Bayern","authors":"Dipl.-Geol. Andreas Koch, MSc Philipp Jansen, Dr. Kilian Scharrer, MSc Klaus Keilig, Dipl.-Geol. Jochen Wolf","doi":"10.1002/geot.202400055","DOIUrl":"https://doi.org/10.1002/geot.202400055","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"503-510"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524910","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}
引用次数: 0
Sustainable energy from the depths: Optimization strategies for hydrothermal tunnel water systems Nachhaltige Energie aus der Tiefe – Optimierungsstrategien für hydrothermale Tunnelwassersysteme 来自深海的可持续能源：热液隧道供水系统的优化策略 来自深海的可持续能源--热液隧道供水系统的优化策略
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400046
Dr.techn. MSc Thomas Geisler, MSc Georg Kaml, Univ.-Prof. Dipl.-Ing. Dr.-Ing. Thomas Marcher
{"title":"Sustainable energy from the depths: Optimization strategies for hydrothermal tunnel water systems\u0000 Nachhaltige Energie aus der Tiefe – Optimierungsstrategien für hydrothermale Tunnelwassersysteme","authors":"Dr.techn. MSc Thomas Geisler, MSc Georg Kaml, Univ.-Prof. Dipl.-Ing. Dr.-Ing. Thomas Marcher","doi":"10.1002/geot.202400046","DOIUrl":"https://doi.org/10.1002/geot.202400046","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"426-436"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142540917","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}
引用次数: 0
Infrastructure maintenance costs in due consideration of standardization and maintenance strategy Instandsetzungskosten unter Berücksichtigung der Standardisierbarkeit und Instandhaltungsstrategie 适当考虑标准化和维护战略的基础设施维护成本 适当考虑标准化和维护战略的维护成本
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400026
Dr.-Ing. Marina Hoffeller
{"title":"Infrastructure maintenance costs in due consideration of standardization and maintenance strategy\u0000 Instandsetzungskosten unter Berücksichtigung der Standardisierbarkeit und Instandhaltungsstrategie","authors":"Dr.-Ing. Marina Hoffeller","doi":"10.1002/geot.202400026","DOIUrl":"https://doi.org/10.1002/geot.202400026","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"495-502"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524649","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}
引用次数: 0
Solution for permanent monitoring based on RIEGL 3D terrestrial laser scanning Lösung für permanentes Monitoring basierend auf RIEGL 3D terrestrischem Laserscanning 基于 RIEGL 3D 地面激光扫描的永久性监测解决方案 Lösung für permanentes Monitoring basierend auf RIEGL 3D terrestrischem Laserscanning
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400030
MSc Markus Handl
{"title":"Solution for permanent monitoring based on RIEGL 3D terrestrial laser scanning\u0000 Lösung für permanentes Monitoring basierend auf RIEGL 3D terrestrischem Laserscanning","authors":"MSc Markus Handl","doi":"10.1002/geot.202400030","DOIUrl":"https://doi.org/10.1002/geot.202400030","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"395-401"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524778","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}
引用次数: 0
News: Geomechanics and Tunnelling 5/2024 新闻：地质力学与隧道工程 5/2024
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202480571
{"title":"News: Geomechanics and Tunnelling 5/2024","authors":"","doi":"10.1002/geot.202480571","DOIUrl":"https://doi.org/10.1002/geot.202480571","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"369-378"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524785","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}
引用次数: 0
Probabilistic analysis for the stability assessment of high rock slopes on the S10 Mühlviertler expressway project – Freistadt Nord section Probabilistische Analyse zur Standsicherheitsbeurteilung von hohen Felsböschungen am Projekt S10 Mühlviertler Schnellstraße – Abschnitt Freistadt Nord S10 Mühlviertler 高速公路项目--弗赖施塔特北段高岩层边坡稳定性评估的概率分析 S10 Mühlviertler 高速公路项目--弗赖施塔特北段高岩层边坡稳定性评估的概率分析
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400049
Dipl.-Ing. Martin Purucker, Dipl.-Ing. Anton Kaltenböck, Dipl.-Ing. Dr.techn. Thomas Pilgerstorfer, Dipl.-HTL-Ing. Robert Schnabl
{"title":"Probabilistic analysis for the stability assessment of high rock slopes on the S10 Mühlviertler expressway project – Freistadt Nord section\u0000 Probabilistische Analyse zur Standsicherheitsbeurteilung von hohen Felsböschungen am Projekt S10 Mühlviertler Schnellstraße – Abschnitt Freistadt Nord","authors":"Dipl.-Ing. Martin Purucker, Dipl.-Ing. Anton Kaltenböck, Dipl.-Ing. Dr.techn. Thomas Pilgerstorfer, Dipl.-HTL-Ing. Robert Schnabl","doi":"10.1002/geot.202400049","DOIUrl":"https://doi.org/10.1002/geot.202400049","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"402-411"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524779","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}
引用次数: 0
Challenges of slope design for high cut slopes in jointed rock masses 节理岩体高切坡的边坡设计挑战
Geomechanik und Tunnelbau Pub Date : 2024-10-21 DOI: 10.1002/geot.202400056
M.Sc. João Carlos Carvalho Dinis, Dr. Gerold Lenz, Mag. Irmina Pöschl, Dipl. Ing. (FH) Robert Priewasser
{"title":"Challenges of slope design for high cut slopes in jointed rock masses","authors":"M.Sc. João Carlos Carvalho Dinis,&nbsp;Dr. Gerold Lenz,&nbsp;Mag. Irmina Pöschl,&nbsp;Dipl. Ing. (FH) Robert Priewasser","doi":"10.1002/geot.202400056","DOIUrl":"https://doi.org/10.1002/geot.202400056","url":null,"abstract":"<p>The construction of the 275 m high Yusufeli arch dam and auxiliary structures required the execution of very steep cut slopes with more than 400 m height. Uncertainties regarding the geotechnical conditions imposed a serious challenge for the cut slope design. The design approach evolved from initial back-calculations to a robust methodology, which was constantly revised and updated as excavation proceeded. The article explains the modular design procedure that allowed continuous interaction, adjustments and updates of and between different design and construction activities. It briefly describes the process of geological data collection and parameter determination and elaborates on the calculation tools utilised for the design. Finally, the verification and updating of the design during construction is explained on a selected case study. The excavation of the Yusufeli Dam was completed in 2018, dam concreting and grouting in 2022, and the final impounding level was reached by the end of 2023.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"17 5","pages":"420-425"},"PeriodicalIF":0.0,"publicationDate":"2024-10-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142524734","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}
引用次数: 0
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