Geomechanics and Tunnelling最新文献_第8页

Experience with the TBM drive through clay rocks with low strength in the Boßler Tunnel 在Boßler隧道掘进机掘进低强度粘土岩的经验

Geomechanics and Tunnelling Pub Date : 2017-04-01 DOI: 10.1002/geot.201600084

Jürgen Voringer, Reinhard Zenz, Anna-Maria Meyer, A. Strauss, A. Hofmann

引用次数: 1

Imprint: Geomechanics and Tunneling 2/2017 《地质力学与隧道工程》2017年第2期

Geomechanics and Tunnelling Pub Date : 2017-04-01 DOI: 10.1002/geot.201770207

引用次数: 0

Site Report: Geomechanics and Tunneling 1/2017 现场报告:地质力学与隧道1/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770106

引用次数: 0

News: Geomechanics and Tunnelling 1/2017 新闻:地质力学与隧道1/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770104

引用次数: 0

Imprint: Geomechanics and Tunneling 1/2017 《岩土力学与隧道工程》1/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770109

引用次数: 0

Rockfall hazard zones in Austria. Experience, problems and solutions in the development of a standardised procedure 奥地利的岩崩危险区。制定标准化程序的经验、问题和解决办法

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201600065

M. Mölk, B. Rieder

{"title":"Rockfall hazard zones in Austria. Experience, problems and solutions in the development of a standardised procedure","authors":"M. Mölk, B. Rieder","doi":"10.1002/geot.201600065","DOIUrl":"https://doi.org/10.1002/geot.201600065","url":null,"abstract":"The Österreichische Raumordnungskonferenz (ÖROK) set up a partnership in 2011 to deal with ”Risk management for gravitational natural hazards in landuse planning“. As gravitational natural hazards have a decisive influence on development in the Alpine Region, standard procedures were developed for the assessment of the relevance of these processes for landuse planning. This paper describes the recommended procedure for the assessment of hazards affecting permanent settlements from rockfall in a top‐down approach. The first step to define potential conflicts between the maximum run‐out of rockfall processes and the presence of settlements is a conservative empirical assessment based on rock outcrops serving as potential detachment zones and the maximum reach of such rockfalls, leading to a hazard indication map. This approach is only based on existing cartographic information, field investigations are not necessarily involved at this stage. To ensure conservative results, the use of a high‐resolution 1 m ground model to identify rock outcrops is re commended. The next step includes a thorough examination of those areas in the hazard indication map with conflicts between the maximum reach/run‐out of falling blocks and settlements. This stage includes field investigations with mapping of maximum reach blocks, block size distributions, underground conditions of the transit zone and the condition of rock outcrops that act as potential detachment zones. All this information is subsequently integrated into a 3D rockfall simulation. As a result the modelling enables a delineation of areas out of reach (no rockfall hazard), areas with potential impact energies ≤ 100 kJ (low intensity) and areas with potential impact energies > 100 kJ (high intensity).","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"17 7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2017-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125787906","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: 4

Dealing with natural hazards along federal and state roads in Bavaria 应对巴伐利亚州联邦和州公路沿线的自然灾害

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201600072

Thomas Zumbrunnen, K. Thuro, S. König

{"title":"Dealing with natural hazards along federal and state roads in Bavaria","authors":"Thomas Zumbrunnen, K. Thuro, S. König","doi":"10.1002/geot.201600072","DOIUrl":"https://doi.org/10.1002/geot.201600072","url":null,"abstract":"Roads in the municipal Berchtesgaden are among the traffic infrastructure in Germany most highly endangered by natural hazards. Landslide, avalanche, rockfall and debris flow events led to repeated accidents and road closures. In order to improve the safety of main roads, a three‐stage approach has been introduced by the responsible road authority, especially in the light of finding the most suitable and sustainable solutions quickly. The first stage was a systematic spatial detection and delineation of all risk areas, as well as assessment of the level of risk and the resulting urgency. Based on this assessment, a more detailed investigation was conducted, leading to the development of tailored protection concepts. The main criteria for the entire design phase of any measure have always been the necessary level of protection, reasonable costs and environmental compatibility. Matching all these requirements is critical for rapid construction and therefore a reasonable use of resources. A good example of this approach is the integral protection concept for the B 21 main road with its central structure of a multifunctional protection gallery near Baumgarten. This has been completed recently, and several other projects are currently under construction.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2017-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129569682","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

Conference Report: Geomechanics and Tunneling 1/2017 会议报告:地质力学与隧道1/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770105

引用次数: 0

Product Information: Geomechanics and Tunneling 1/2017 地质力学与隧道1/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770107

引用次数: 0

Comparison of two 3D rockfall codes on behalf of a case study in the Bavarian Alps 以巴伐利亚阿尔卑斯为例，比较两种三维岩崩代码

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201600071

Bettina Sellmeier, K. Thuro

{"title":"Comparison of two 3D rockfall codes on behalf of a case study in the Bavarian Alps","authors":"Bettina Sellmeier, K. Thuro","doi":"10.1002/geot.201600071","DOIUrl":"https://doi.org/10.1002/geot.201600071","url":null,"abstract":"Rockfall events along main traffic routes in alpine regions emphasize the necessity of enhancing hazard assessment, especially in terms of rockfalls. In the field of regional rockfall modelling it becomes more and more important to work with 3D rockfall codes to account for morphological structures. Due to the general scale of regional rockfall modelling it is in most cases not possible to collect quantitative field data. Thus the input parameters are determined according to disposition models like in the Bavarian hazard map. The current paper deals with a detailed rockfall study which was accomplished during rockslope scaling works in the Bavarian Alps. The rock slope consisting of the Hauptdolomite‐Formation extends along the federal road B 305 north of the village of Schneitzlreuth in Bavaria. Due to attending rockslope scaling works in cooperation with the State Agency for Construction in Traunstein, a quantification of block dimensions according to real rockfall field tests was possible. After having determined the three main block axes for over 300 rocks, rockfall modelling were accomplished applying the 3D rockfall codes Rockyfor3D and Ramms::Rockfall. One part of the parameter studies covers the main proportion of the detected block sizes using Rockyfor3D. The second part of the study presents a comparison of the Rockyfor3D and Ramms::Rockfall outcomes, taking the same block class for both codes into account. This paper demonstrates the limits and possibilities of using different 3D rockfall codes taking detailed field data into account.","PeriodicalId":170042,"journal":{"name":"Geomechanics and Tunnelling","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2017-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131881460","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: 4