Geomechanics and Tunnelling最新文献_第7页

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

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

Preview: Geomechanics and Tunneling 2/2017 预览:地质力学和隧道2/2017

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201770110

引用次数: 0

Application of three‐dimensional rockfall modelling to rock face engineering 三维岩崩建模在岩面工程中的应用

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201600073

C. Wendeler, Y. Bühler, P. Bartelt, J. Glover

引用次数: 1

Undrained behaviour of granular soils conditioned for EPB tunnelling – A new experimental procedure EPB隧道条件下颗粒土的不排水特性——一种新的实验方法

Geomechanics and Tunnelling Pub Date : 2017-02-01 DOI: 10.1002/geot.201600019

Daniele Martinelli, Rodrigo Winderholler, Daniele Peila

引用次数: 10