首页 > 最新文献

Geomechanik und Tunnelbau最新文献

英文 中文
JV Marienhof – Tunnelling under compressed air conditions and excavation works in the inner-city area ARGE Marienhof – Druckluftvortrieb und Aushubarbeiten im innerstädtischen Raum JV Marienhof -在压缩空气条件下的隧道和内城地区的挖掘工作ARGE Marienhof -内城地区的压缩空气挖掘和挖掘工作
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70024
Dipl.-Ing. Reinhold Boiger, M.Sc. André Wesch, Dipl.-Ing. Robert Listl, B.Eng. Rainer Saul, Dipl.-Ing. Mathieu Manjarres

In the heart of Munich's city centre, the new Marienhof station is being built for the second S-Bahn main line. The new central access structure is being constructed using the diaphragm wall method and, at a depth of 42 m, is the deepest excavation pit in Germany to date. The platform tunnels for the station and a connecting tunnel to the existing U3/U6 underground line are also being driven from the excavation pit at Marienhof using the mine driving method under compressed air. The following article provides an overview of the status of the work and the special features of the connecting tunnel excavation.

在慕尼黑市中心,新的Marienhof车站正在为第二条S-Bahn主线建造。新的中央通道结构正在使用连续墙法建造,深度为42米,是迄今为止德国最深的挖掘坑。该站的站台隧道和与现有U3/U6地下线的连接隧道也正在使用压缩空气矿井掘进法从Marienhof开挖坑中掘进。下面的文章概述了工作的现状和连接隧道开挖的特点。
{"title":"JV Marienhof – Tunnelling under compressed air conditions and excavation works in the inner-city area\u0000 ARGE Marienhof – Druckluftvortrieb und Aushubarbeiten im innerstädtischen Raum","authors":"Dipl.-Ing. Reinhold Boiger,&nbsp;M.Sc. André Wesch,&nbsp;Dipl.-Ing. Robert Listl,&nbsp;B.Eng. Rainer Saul,&nbsp;Dipl.-Ing. Mathieu Manjarres","doi":"10.1002/geot.70024","DOIUrl":"https://doi.org/10.1002/geot.70024","url":null,"abstract":"<p>In the heart of Munich's city centre, the new Marienhof station is being built for the second S-Bahn main line. The new central access structure is being constructed using the diaphragm wall method and, at a depth of 42 m, is the deepest excavation pit in Germany to date. The platform tunnels for the station and a connecting tunnel to the existing U3/U6 underground line are also being driven from the excavation pit at Marienhof using the mine driving method under compressed air. The following article provides an overview of the status of the work and the special features of the connecting tunnel excavation.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"450-458"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237261","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
SBT 1.1: Tunnelling in highly aquiferous rock mass zones SBT 1.1: Vortriebsarbeiten in stark wasserführenden Gebirgsabschnitten SBT 1.1:在高含水岩体带的隧道掘进SBT 1.1: vortriebsarbeen in stark wasserfhrenden Gebirgsabschnitten
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70027
Dipl.-Ing. Johann Bauer, Dipl.-Ing. Hannes Hauer, Dipl.-Ing. Christoph Diewald, Mag. Robert Holzer, Dipl.-Ing. Zafer Ekici, Ing. Thomas Hofmann

The intensively dissected and highly permeable carbonate rocks of the Grassberg, as well as the tectonically strongly overshaped edge areas of the Grassberg, represent geotechnically particularly challenging zones for tunnelling work. The first exploratory boreholes already revealed water ingress with flow rates of over 100 l/s in combination with significant material discharge. The location of the key zone directly below the S6 expressway required a modification of the original planning approach. Due to the erosion-prone and unstable rock in the peripheral zone, two large-scale injection screens with 97 and 75 injection boreholes per shield with lengths of 50–70 m were required for each railway tube. The subsequent excavation was carried out in sections in 7 m long stages, each with 59 pieces and 24 m long cased injection wells. To reduce settlement, an additional 32 pieces of pipe umbrella pipes with a length of 15 m were executed per stage. In the upcoming carbonate, the tunnelling was carried out with injection screens according to the top-down system. For each 10 m long tunnelling stage, uncased boreholes with a length of between 5 and 20 m were drilled. Depending on the conditions encountered, the injections were carried out using Portland cement, hybrid mortar, ultra-fine binder, silicate gel and polyurethane.

格拉斯伯格的密集解剖和高渗透性碳酸盐岩,以及格拉斯伯格构造强烈遮蔽的边缘地区,代表了隧道施工在地质技术上特别具有挑战性的区域。第一个勘探钻孔已经发现水流速度超过100升/秒,并有大量物质排出。S6高速公路正下方的关键区域的位置需要修改原来的规划方法。由于外围区岩石易冲蚀且不稳定,每根铁路管需要两个大型注入筛管,每个盾构需要97和75个注入孔,长度为50-70 m。随后的开挖以7米长的分段进行,每段有59个井段和24米长的套管注入井。为了减少沉降,每级施工还增加了32根长度为15米的管伞管。在即将开采的碳酸盐岩中,采用自顶向下的注入式筛管进行掘进。对于每10米长的隧道阶段,钻孔长度在5至20米之间。根据施工条件的不同,可以使用波特兰水泥、混合砂浆、超细粘结剂、硅酸盐凝胶和聚氨酯进行注入。
{"title":"SBT 1.1: Tunnelling in highly aquiferous rock mass zones\u0000 SBT 1.1: Vortriebsarbeiten in stark wasserführenden Gebirgsabschnitten","authors":"Dipl.-Ing. Johann Bauer,&nbsp;Dipl.-Ing. Hannes Hauer,&nbsp;Dipl.-Ing. Christoph Diewald,&nbsp;Mag. Robert Holzer,&nbsp;Dipl.-Ing. Zafer Ekici,&nbsp;Ing. Thomas Hofmann","doi":"10.1002/geot.70027","DOIUrl":"https://doi.org/10.1002/geot.70027","url":null,"abstract":"<p>The intensively dissected and highly permeable carbonate rocks of the Grassberg, as well as the tectonically strongly overshaped edge areas of the Grassberg, represent geotechnically particularly challenging zones for tunnelling work. The first exploratory boreholes already revealed water ingress with flow rates of over 100 l/s in combination with significant material discharge. The location of the key zone directly below the S6 expressway required a modification of the original planning approach. Due to the erosion-prone and unstable rock in the peripheral zone, two large-scale injection screens with 97 and 75 injection boreholes per shield with lengths of 50–70 m were required for each railway tube. The subsequent excavation was carried out in sections in 7 m long stages, each with 59 pieces and 24 m long cased injection wells. To reduce settlement, an additional 32 pieces of pipe umbrella pipes with a length of 15 m were executed per stage. In the upcoming carbonate, the tunnelling was carried out with injection screens according to the top-down system. For each 10 m long tunnelling stage, uncased boreholes with a length of between 5 and 20 m were drilled. Depending on the conditions encountered, the injections were carried out using Portland cement, hybrid mortar, ultra-fine binder, silicate gel and polyurethane.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"412-424"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237269","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
Geotechnical challenges and measurement programme in the exploration tunnel for the Coire Glas pumped storage power plant Geotechnische Herausforderungen und Messprogramm im Erkundungsstollen für das Pumpspeicherwerk Coire Glas 库尔格拉斯抽水蓄能发电厂勘探隧道中的岩土挑战和测量方案
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70001
Dipl. Ing. Johann Golser, Dipl.-Ing. (FH) Daniel Porubsky, Dipl.-Ing. Johann Hechenbichler

SSE Renewables is one of the UK's leading renewable energy developers and plans to build the first pumped storage power plant in over 40 years with the Coire Glas project. The fully underground facility at Loch Lochy in the Scottish Highlands will have a capacity of 1300 MW and a storage capacity of 30 GWh, which will more than double the UK's current storage resources. In preparation, geotechnical investigations began in 2022 under the name “Coire Glas Exploratory Works”. STRABAG UK Ltd was awarded the contract following a public tender and work began in November 2022. A major part of the project was the construction of an initial 0.9 km long exploratory tunnel, the length of which was extended to 1.2 km during the course of the work. The aim of the investigations was to record the geological and hydrological conditions in order to safeguard the planning of underground structures such as pressure shafts, turbine and transformer caverns and access tunnels.

SSE Renewables是英国领先的可再生能源开发商之一,计划在Coire glass项目中建造40多年来第一个抽水蓄能电站。位于苏格兰高地Loch Lochy的全地下设施的容量为1300mw,存储容量为30gwh,这将是英国目前存储资源的两倍多。在准备工作中,岩土工程调查于2022年开始,名为“Coire玻璃勘探工程”。STRABAG UK Ltd在公开招标后获得合同,并于2022年11月开始工作。该项目的主要部分是建造一条长0.9公里的勘探隧道,在施工过程中,隧道长度延长至1.2公里。调查的目的是记录地质和水文条件,以保障地下结构的规划,如压力井、涡轮机和变压器洞室和通道隧道。
{"title":"Geotechnical challenges and measurement programme in the exploration tunnel for the Coire Glas pumped storage power plant\u0000 Geotechnische Herausforderungen und Messprogramm im Erkundungsstollen für das Pumpspeicherwerk Coire Glas","authors":"Dipl. Ing. Johann Golser,&nbsp;Dipl.-Ing. (FH) Daniel Porubsky,&nbsp;Dipl.-Ing. Johann Hechenbichler","doi":"10.1002/geot.70001","DOIUrl":"https://doi.org/10.1002/geot.70001","url":null,"abstract":"<p>SSE Renewables is one of the UK's leading renewable energy developers and plans to build the first pumped storage power plant in over 40 years with the Coire Glas project. The fully underground facility at Loch Lochy in the Scottish Highlands will have a capacity of 1300 MW and a storage capacity of 30 GWh, which will more than double the UK's current storage resources. In preparation, geotechnical investigations began in 2022 under the name “Coire Glas Exploratory Works”. STRABAG UK Ltd was awarded the contract following a public tender and work began in November 2022. A major part of the project was the construction of an initial 0.9 km long exploratory tunnel, the length of which was extended to 1.2 km during the course of the work. The aim of the investigations was to record the geological and hydrological conditions in order to safeguard the planning of underground structures such as pressure shafts, turbine and transformer caverns and access tunnels.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"498-506"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237276","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
Vorschau: Geomechanics and Tunnelling 5/2025 Vorschau:地质力学和隧道掘进5/2025
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70041
{"title":"Vorschau: Geomechanics and Tunnelling 5/2025","authors":"","doi":"10.1002/geot.70041","DOIUrl":"https://doi.org/10.1002/geot.70041","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":""},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/geot.70041","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237051","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}
引用次数: 0
“Everything was better in the past” – “Everything is faster today” – Evolution of geomechanics over time “Früher war alles besser” – “Heute ist alles schneller” Geomechanik im Wandel der Zeit “一切都将更在过去”——“今日高大is faster -进化》geomechanics重放以前的更好”“今天什么事都快”,Geomechanik随着时间的变化
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70010
DI Maria Honisch, Johannes Branke M.Sc., Dr. Markus Keuschnig, Dr. Gerhard Poscher, Univ.-Prof. Dr. techn. Barbara Schneider-Muntau

The rapid development of new technologies and advances in science as ‘tools’ for specialists do not always bring the promised benefits. In a dialogue between retired, active and future generations of geoscientists and engineers, this contribution highlights the technical aspects as well as the human relationships. Especially in remote alpine areas, infrastructure design is increasingly confronted by spatial conflicts of interest in times of global environmental change. While the focus was mainly on solving technical problems (the art of engineering) 50 years ago, today the Procurement Law, environmental regulations and the accomplishment of procedures come first. New trends in contractual cooperation between client and contractor give hope that the technical challenges will once again take centre stage. In addition, the methods and technologies available to us are developing at rapid pace. Future generations face the significant challenge of not only gathering virtual data but also understanding it, verifying it, and ultimately generating added value. Our experience in science, geoscience and engineering shows, that interdisciplinary and intergenerational communication has to be enhanced in order to cope with the challenges of global change.

作为专家“工具”的新技术和科学进步的迅速发展并不总是带来承诺的好处。在退休、在职和未来几代地球科学家和工程师之间的对话中,这一贡献突出了技术方面以及人际关系。特别是在偏远的高山地区,在全球环境变化的时代,基础设施设计越来越面临空间利益冲突。虽然50年前的重点主要是解决技术问题(工程艺术),但今天的采购法,环境法规和程序的完成是第一位的。客户和承包商之间合同合作的新趋势使技术挑战再次成为中心问题。此外,我们可用的方法和技术正在快速发展。未来几代人面临的重大挑战不仅是收集虚拟数据,还包括理解、验证数据,并最终产生附加价值。我们在科学、地球科学和工程方面的经验表明,为了应对全球变化的挑战,必须加强跨学科和代际交流。
{"title":"“Everything was better in the past” – “Everything is faster today” – Evolution of geomechanics over time\u0000 “Früher war alles besser” – “Heute ist alles schneller” Geomechanik im Wandel der Zeit","authors":"DI Maria Honisch,&nbsp;Johannes Branke M.Sc.,&nbsp;Dr. Markus Keuschnig,&nbsp;Dr. Gerhard Poscher,&nbsp;Univ.-Prof. Dr. techn. Barbara Schneider-Muntau","doi":"10.1002/geot.70010","DOIUrl":"https://doi.org/10.1002/geot.70010","url":null,"abstract":"<p>The rapid development of new technologies and advances in science as ‘tools’ for specialists do not always bring the promised benefits. In a dialogue between retired, active and future generations of geoscientists and engineers, this contribution highlights the technical aspects as well as the human relationships. Especially in remote alpine areas, infrastructure design is increasingly confronted by spatial conflicts of interest in times of global environmental change. While the focus was mainly on solving technical problems (the art of engineering) 50 years ago, today the Procurement Law, environmental regulations and the accomplishment of procedures come first. New trends in contractual cooperation between client and contractor give hope that the technical challenges will once again take centre stage. In addition, the methods and technologies available to us are developing at rapid pace. Future generations face the significant challenge of not only gathering virtual data but also understanding it, verifying it, and ultimately generating added value. Our experience in science, geoscience and engineering shows, that interdisciplinary and intergenerational communication has to be enhanced in order to cope with the challenges of global change.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"385-392"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237221","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
Optimization of the pressure shaft for the PSW Limberg III PSW Limberg III压力轴的优化设计
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70012
Dipl. Ing. Thomas Etzer, Dipl.-Ing. Dr. techn. Matthias Türtscher, Dipl. Ing. Maria Leo, Dipl. Ing. Christian Rieder, Dipl.-Ing. Peter Ganeider

The Limberg III PSW expands the Kaprun-Salzach power plant group operated by VERBUND Hydro Power GmbH (VHP) by an installed capacity of 480 MW in both pump and turbine operation. The project created an additional connection between the two annual storage reservoirs Mooserboden and Wasserfallboden, which have a combined storage capacity of 166 million m3. The headrace system leads via the intake tunnel to the Drossen valve chamber and from there via the headrace tunnel to the surge system. The adjoining pressure shaft overcomes a height difference of 374.6 m over a length of 562 m and leads into the headrace distribution conduit. The geometry of the lower surge chamber and the lining system of the pressure shaft were optimised in terms of construction operation and economic considerations. This paper highlights different aspects and draws a conclusion.

Limberg III PSW扩建了由VERBUND Hydro power GmbH (VHP)运营的Kaprun-Salzach发电厂集团,在泵和涡轮机运行方面的装机容量为480兆瓦。该项目在两个年度水库Mooserboden和Wasserfallboden之间建立了额外的连接,这两个水库的总储水量为1.66亿立方米。导流系统通过进气隧道通向德罗森阀室,并从那里通过导流隧道通向喘振系统。相邻的压力井克服了长度为562 m的374.6 m的高差,并引入了上游分配管道。根据施工操作和经济考虑,对下调压室和压力轴衬系统的几何形状进行了优化。本文突出了不同的方面,并得出结论。
{"title":"Optimization of the pressure shaft for the PSW Limberg III","authors":"Dipl. Ing. Thomas Etzer,&nbsp;Dipl.-Ing. Dr. techn. Matthias Türtscher,&nbsp;Dipl. Ing. Maria Leo,&nbsp;Dipl. Ing. Christian Rieder,&nbsp;Dipl.-Ing. Peter Ganeider","doi":"10.1002/geot.70012","DOIUrl":"https://doi.org/10.1002/geot.70012","url":null,"abstract":"<p>The Limberg III PSW expands the Kaprun-Salzach power plant group operated by VERBUND Hydro Power GmbH (VHP) by an installed capacity of 480 MW in both pump and turbine operation. The project created an additional connection between the two annual storage reservoirs Mooserboden and Wasserfallboden, which have a combined storage capacity of 166 million m<sup>3</sup>. The headrace system leads via the intake tunnel to the Drossen valve chamber and from there via the headrace tunnel to the surge system. The adjoining pressure shaft overcomes a height difference of 374.6 m over a length of 562 m and leads into the headrace distribution conduit. The geometry of the lower surge chamber and the lining system of the pressure shaft were optimised in terms of construction operation and economic considerations. This paper highlights different aspects and draws a conclusion.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"530-536"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237222","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
Special Issues on Tunnelling Projects in Italy 意大利隧道工程特刊
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70037
Daniela Boldini, Andrea Pigorini
{"title":"Special Issues on Tunnelling Projects in Italy","authors":"Daniela Boldini,&nbsp;Andrea Pigorini","doi":"10.1002/geot.70037","DOIUrl":"https://doi.org/10.1002/geot.70037","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"327-328"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/geot.70037","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237262","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}
引用次数: 0
Diary of Events: Geomechanics and Tunnelling 5/2025 事件日记:地质力学和隧道掘进5/2025
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70040
{"title":"Diary of Events: Geomechanics and Tunnelling 5/2025","authors":"","doi":"10.1002/geot.70040","DOIUrl":"https://doi.org/10.1002/geot.70040","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"553-554"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237270","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
How We Can Best Learn from Each Other and Work Together in Our Diversity 如何在多样性中相互学习、合作
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70014
Mag. Dr. Maria Resch

This paper offers a critical examination of the concept of generational labels, such as Millennials, Generation Z, and Baby boomers and questions both its scientific foundation and practical relevance. It is argued that such classifications are frequently based on stereotypes which are not only indiscriminate but also potentially exclusionary, thereby constituting a form of ‘generationalism’.

The paper advocates instead an empathetic and individualised approach that recognises the uniqueness of each person, shaped by personal experience and their upbringing. In the context of organisational collaboration, chronological age should be seen as secondary to the active promotion of diversity, relationship-building, and open discussion. Only in this way can individual talents be nurtured, learning processes facilitated, and sustainable development ensured, regardless of to which generation people belong.

本文对“千禧一代”、“Z一代”和“婴儿潮一代”等代际标签概念进行了批判性审视,并对其科学基础和实际意义提出了质疑。有人认为,这种分类往往基于刻板印象,这种刻板印象不仅不分青红皂白,而且可能具有排斥性,从而构成一种“代际主义”。相反,这篇论文提倡一种同理心和个性化的方法,承认每个人的独特性,这种独特性是由个人经历和成长环境塑造的。在组织协作的背景下,实足年龄应该被视为次要的,积极促进多样性,建立关系和公开讨论。只有这样,才能培养个人才能,促进学习进程,确保可持续发展,无论人们属于哪一代人。
{"title":"How We Can Best Learn from Each Other and Work Together in Our Diversity","authors":"Mag. Dr. Maria Resch","doi":"10.1002/geot.70014","DOIUrl":"https://doi.org/10.1002/geot.70014","url":null,"abstract":"<p>This paper offers a critical examination of the concept of generational labels, such as Millennials, Generation Z, and Baby boomers and questions both its scientific foundation and practical relevance. It is argued that such classifications are frequently based on stereotypes which are not only indiscriminate but also potentially exclusionary, thereby constituting a form of ‘generationalism’.</p><p>The paper advocates instead an empathetic and individualised approach that recognises the uniqueness of each person, shaped by personal experience and their upbringing. In the context of organisational collaboration, chronological age should be seen as secondary to the active promotion of diversity, relationship-building, and open discussion. Only in this way can individual talents be nurtured, learning processes facilitated, and sustainable development ensured, regardless of to which generation people belong.</p>","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"353-358"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237218","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
Lack of know-how-transfer in the execution of geotechnical constructions Fehlender Know-How-Transfer bei der Ausführung geotechnischer Konstruktionen 土工工程施工中技术转让的缺失[footnoteref: 3]
Q4 Earth and Planetary Sciences Pub Date : 2025-10-07 DOI: 10.1002/geot.70015
{"title":"Lack of know-how-transfer in the execution of geotechnical constructions\u0000 Fehlender Know-How-Transfer bei der Ausführung geotechnischer Konstruktionen","authors":"","doi":"10.1002/geot.70015","DOIUrl":"https://doi.org/10.1002/geot.70015","url":null,"abstract":"","PeriodicalId":39412,"journal":{"name":"Geomechanik und Tunnelbau","volume":"18 5","pages":"367-376"},"PeriodicalIF":0.0,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145237219","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
期刊
Geomechanik und Tunnelbau
全部 Acc. Chem. Res. ACS Applied Bio Materials ACS Appl. Electron. Mater. ACS Appl. Energy Mater. ACS Appl. Mater. Interfaces ACS Appl. Nano Mater. ACS Appl. Polym. Mater. ACS BIOMATER-SCI ENG ACS Catal. ACS Cent. Sci. ACS Chem. Biol. ACS Chemical Health & Safety ACS Chem. Neurosci. ACS Comb. Sci. ACS Earth Space Chem. ACS Energy Lett. ACS Infect. Dis. ACS Macro Lett. ACS Mater. Lett. ACS Med. Chem. Lett. ACS Nano ACS Omega ACS Photonics ACS Sens. ACS Sustainable Chem. Eng. ACS Synth. Biol. Anal. Chem. BIOCHEMISTRY-US Bioconjugate Chem. BIOMACROMOLECULES Chem. Res. Toxicol. Chem. Rev. Chem. Mater. CRYST GROWTH DES ENERG FUEL Environ. Sci. Technol. Environ. Sci. Technol. Lett. Eur. J. Inorg. Chem. IND ENG CHEM RES Inorg. Chem. J. Agric. Food. Chem. J. Chem. Eng. Data J. Chem. Educ. J. Chem. Inf. Model. J. Chem. Theory Comput. J. Med. Chem. J. Nat. Prod. J PROTEOME RES J. Am. Chem. Soc. LANGMUIR MACROMOLECULES Mol. Pharmaceutics Nano Lett. Org. Lett. ORG PROCESS RES DEV ORGANOMETALLICS J. Org. Chem. J. Phys. Chem. J. Phys. Chem. A J. Phys. Chem. B J. Phys. Chem. C J. Phys. Chem. Lett. Analyst Anal. Methods Biomater. Sci. Catal. Sci. Technol. Chem. Commun. Chem. Soc. Rev. CHEM EDUC RES PRACT CRYSTENGCOMM Dalton Trans. Energy Environ. Sci. ENVIRON SCI-NANO ENVIRON SCI-PROC IMP ENVIRON SCI-WAT RES Faraday Discuss. Food Funct. Green Chem. Inorg. Chem. Front. Integr. Biol. J. Anal. At. Spectrom. J. Mater. Chem. A J. Mater. Chem. B J. Mater. Chem. C Lab Chip Mater. Chem. Front. Mater. Horiz. MEDCHEMCOMM Metallomics Mol. Biosyst. Mol. Syst. Des. Eng. Nanoscale Nanoscale Horiz. Nat. Prod. Rep. New J. Chem. Org. Biomol. Chem. Org. Chem. Front. PHOTOCH PHOTOBIO SCI PCCP Polym. Chem.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1