Geomechanics and Tunnelling最新文献

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Charakterisierung von mikrobiellen Biofilmen aus Tunnelwässern 所以我们才能看到
Geomechanics and Tunnelling Pub Date : 2022-08-01 DOI: 10.1002/geot.202200016
Günther Koraimann, K. Bischof
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引用次数: 1
Preview: Geomechanics and Tunneling 5/2022 预览:地质力学和隧道5/2022
Geomechanics and Tunnelling Pub Date : 2022-08-01 DOI: 10.1002/geot.202270409
Vorschau, B. Schneider‐Muntau, X. Dai, W. Fellin
{"title":"Preview: Geomechanics and Tunneling 5/2022","authors":"Vorschau, B. Schneider‐Muntau, X. Dai, W. Fellin","doi":"10.1002/geot.202270409","DOIUrl":"https://doi.org/10.1002/geot.202270409","url":null,"abstract":"C. Thienert, M. Ouschan, R. Wenighofer, F. Könemann, C. Klaproth, P. Gabriel, M. Villeneuve, R. Pechhacker Potentials and limits of forecasting injection parameters using artificial intelligence – results of a case study in a tunnel project in Scandinavia Potentiale und Grenzen der Prognose von Injektionsparametern mittels Künstlicher Intelligenz – Ergebnisse einer Fallstudie bei einem Tunnelprojekt in Skandinavien","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"118684377","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
Preview: Geomechanics and Tunneling 5/2021 预览:地质力学和隧道5/2021
Geomechanics and Tunnelling Pub Date : 2021-08-01 DOI: 10.1002/geot.202170408
{"title":"Preview: Geomechanics and Tunneling 5/2021","authors":"","doi":"10.1002/geot.202170408","DOIUrl":"https://doi.org/10.1002/geot.202170408","url":null,"abstract":"","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"119039955","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
Developments in fibre reinforced concrete in tunnelling 纤维增强混凝土在隧道工程中的应用进展
Geomechanics and Tunnelling Pub Date : 2021-08-01 DOI: 10.1002/geot.202100018
Alun H. Thomas, E. Bernard
{"title":"Developments in fibre reinforced concrete in tunnelling","authors":"Alun H. Thomas, E. Bernard","doi":"10.1002/geot.202100018","DOIUrl":"https://doi.org/10.1002/geot.202100018","url":null,"abstract":"This paper will provide an overview of the state of the art of the use of fibre reinforced concrete in tunnelling. The major applications for fibres are for the reinforcement of sprayed concrete and pre‐cast concrete segmental linings, but fibre reinforcement is also increasingly used for other applications such as trackbed/trackslab and minor precast concrete elements such as cable ducts, drip shields, and drainage elements. As the technology has matured, a wide variety of fibre types, made from different materials, has emerged. Standards have been developed for the manufacture, testing and application of all these fibre types. Moreover, design guidelines and codes have been published and new design methods are still being developed. The International Tunnelling Association has published several guidance documents in this field. Last but not least, FRC has an important role to play in reducing the carbon footprint of tunnelling projects.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"192 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117624671","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: 1
New construction of Albula Tunnel II – Experience with steel fibre shotcrete 新施工的阿尔布拉隧道II -钢纤维喷射混凝土的经验
Geomechanics and Tunnelling Pub Date : 2021-08-01 DOI: 10.1002/geot.202100017
Reinhard Perner, Roland Schorn, G. Atzl
{"title":"New construction of Albula Tunnel II – Experience with steel fibre shotcrete","authors":"Reinhard Perner, Roland Schorn, G. Atzl","doi":"10.1002/geot.202100017","DOIUrl":"https://doi.org/10.1002/geot.202100017","url":null,"abstract":"The new construction of the 5860 m long Albula Tunnel was mainly carried out by blasting from the Preda and Spinas portals. Due to the exposed location in the high mountains, mixing plants were installed on both portal sides for the concrete supply; the concrete aggregate was largely produced from the excavated material, with a gravel plant being built in Preda for this purpose. The planned tunnel lining provides for a single‐shell shotcrete construction for the most part. In the course of the excavation work, the excavation support was optimised so that the reinforcement mesh in the main support class in the single‐shell area were replaced by steel fibre shotcrete.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"11 2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120030684","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: 1
Advanced design of large cavern intersections in soft ground without conventional bar reinforcement 软土地基大型洞室交叉口超前设计,无需常规钢筋加固
Geomechanics and Tunnelling Pub Date : 2021-08-01 DOI: 10.1002/geot.202100015
J. Laubbichler, T. Schwind, A. Gakis, Alejandro Sanz, Francisco Soto
{"title":"Advanced design of large cavern intersections in soft ground without conventional bar reinforcement","authors":"J. Laubbichler, T. Schwind, A. Gakis, Alejandro Sanz, Francisco Soto","doi":"10.1002/geot.202100015","DOIUrl":"https://doi.org/10.1002/geot.202100015","url":null,"abstract":"The design of three mined stations in Toronto as part of the Eglinton Crosstown Light Rail Project involved several intersections of large tunnels situated in the heterogenous, water‐bearing glacial till deposits. The most challenging openings, 220 m2 each, were formed in the two sides of the 18 m high cross‐cut tunnels to allow the excavation of the 18 m wide platform caverns. A key objective for the design was the optimization of the tunnel shapes and the advanced simulation of the fibre reinforced shotcrete properties, to allow these openings in the initial tunnel linings to be achieved without conventional bar reinforcement or thickenings, thus simplifying and accelerating the construction, whilst reducing health and safety risks.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"693 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"119796699","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
Content: Geomechanics and Tunnelling 1/2021 内容:地质力学与隧道掘进1/2021
Geomechanics and Tunnelling Pub Date : 2021-02-01 DOI: 10.1002/geot.202170102
{"title":"Content: Geomechanics and Tunnelling 1/2021","authors":"","doi":"10.1002/geot.202170102","DOIUrl":"https://doi.org/10.1002/geot.202170102","url":null,"abstract":"","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"540 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116593038","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
Digitalisierung und IoT im maschinellen Tunnelbau – Ein integraler Ansatz 数字化和机械隧道的开源——一个纳入计划
Geomechanics and Tunnelling Pub Date : 2020-08-01 DOI: 10.1002/geot.202000034
Felix Hegemann, J. Stascheit, U. Maidl
{"title":"Digitalisierung und IoT im maschinellen Tunnelbau – Ein integraler Ansatz","authors":"Felix Hegemann, J. Stascheit, U. Maidl","doi":"10.1002/geot.202000034","DOIUrl":"https://doi.org/10.1002/geot.202000034","url":null,"abstract":"","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"118488614","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: 1
Dispersion in slurry shield tunnelling 浆料盾构施工中的分散
Geomechanics and Tunnelling Pub Date : 2020-08-01 DOI: 10.1002/geot.202000011
Thorsten Weiner, M. Thewes
{"title":"Dispersion in slurry shield tunnelling","authors":"Thorsten Weiner, M. Thewes","doi":"10.1002/geot.202000011","DOIUrl":"https://doi.org/10.1002/geot.202000011","url":null,"abstract":"In this contribution the relevance of dispersion for tunnel construction will be demonstrated on the basis of project experience and an exemplary economic consideration. The authors recommend application of the recently developed test for the prediction of dispersion as well as more intensive use of the corresponding contractual mechanism.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"119569575","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
BIM‐Anwendungsfall (AwF) Abrechnung‐Vortrieb am Beispiel des Zentrums am Berg BIM‐Anwendungsfall (AwF)清算‐涡流在中心的例子在山上
Geomechanics and Tunnelling Pub Date : 2020-04-01 DOI: 10.1002/geot.201900079
Robert Wenighofer, Johann Waldhart, Nina Eder, Katharina Zach
{"title":"BIM‐Anwendungsfall (AwF) Abrechnung‐Vortrieb am Beispiel des Zentrums am Berg","authors":"Robert Wenighofer, Johann Waldhart, Nina Eder, Katharina Zach","doi":"10.1002/geot.201900079","DOIUrl":"https://doi.org/10.1002/geot.201900079","url":null,"abstract":"BIM modelling of infrastructure works is controlled by a global market consisting of few software suppliers and is contingent upon the functions provided by them. Customization options furnished by the software suppliers often enable enhancement of functions, which is essential for infrastructure BIM although not completely available. This enables improved interoperability of the software tools used in this area. IFC is most likely to become an established international format for data exchange with its constant but also intricate further development. However, in underground infrastructure construction, both international and national standards are used and the integration of the latter in IFC cannot be anticipated. Hence, the implementation of BIM has to apply national standards in the use cases of collaborative data exchange among the different disciplines in tunnelling. In this contribution, the use case of payment of excavation classes and its implementation in a BIM environment are addressed. It discusses the interoperable interlinkage of software tools commonly used in construction to generate consistent digital data transfer and it underscores the need for an interdisciplinary agreement to integrate national standards into adequate practice for the implementation of BIM.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130741060","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: 3
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