By António Campos e Matos, Luís Ribeiro e Sousa, Johannes Kleberger, Paulo Lopes Pinto
Tunnels have a excessive measure of danger that should be assessed and controlled. Underground works intersect and have interaction with usual fabrics, incorporating their features as structural elements in their personal balance. therefore geotechnical possibility analyses are carried out in any respect levels of tunnel building, from layout via to post-construction upkeep. research of geotechnical threat consists of a bunch of reports which result in the id and overview of the aptitude chance of errors and the results of its incidence. This quantity considers building and protection, financing and regulate, and exploration and upkeep. Eminent experts speak about hazard overview and administration, dependent either on complex theoretical techniques and on functional adventure. The booklet is of curiosity to quite a lot of execs excited by making plans, building and administration of tunnels: marketers, designers, experts and contractors.
Read or Download Geotechnical risk in rock tunnels: selected papers from a course on Geotechnical Risk in Rock Tunnels, Aveiro, Portugal, 16-17 April 2004 PDF
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Additional resources for Geotechnical risk in rock tunnels: selected papers from a course on Geotechnical Risk in Rock Tunnels, Aveiro, Portugal, 16-17 April 2004
2nd Int. Conference on Decision Making in Urban and Civil Engineering, Lyon. Einstein, H. 2002. Risk assessment and management in geotechnical engineering. 8th Portuguese Geotechnical Congress, Lisbon: 2237–2262. ; Dudt, J. 1999. Decision aids for tunneling. Transportation Research Rep. no. 1656, National Academy Press, Boston. ; Oliveira, M. 2003. Portuguese experience in inspection of railway tunnels (in Portuguese). Portuguese-Spanish Symposium on Underground Works – Relevance of Survey and Geotechnical Observation, Madrid: 347–358.
REFERENCES Anagnostou, G. and Kovari, K. 1996. “Face stability conditions with earth-pressure balanced shields”. Tunnelling and Un-derground Space Technology. Vol 11, No. 2, pp. 163–173. Begonha, A. and Sequeira Braga, M. A. 2002. “Weathering of the Oporto granite: geotechnical and physical properties”. Catena. Vol. 49, pp. 57–76. Della Valle, N. 2002. “Challenging soil conditions at Oporto”. Tunnels and Tunnelling International. December 2002, pp. 16–19. , Carrieri, G. and Xu, S. 1999. “Selection of the right TBM to excavate weathered rocks and soils”.
Safety control of railway tunnels. Development of methodologies based in KBS systems (in Portuguese). MSc thesis, University of Porto: 276. S. 1988. Hydromechanical behaviour of concrete dam foundations. Application to Cahora-Bassa dam. MSc thesis, Lisbon: 185. ; Hack, R. 2002. Laboratory study of geomectrical and hydromechanical characteristics of discontinuities. ISRM News Journal, Vol. 7, no. 2: 9–15. A. 1998. Tunnels in soil formations. Behaviour and modeling (in Portuguese). PhD Thesis, University of Coimbra: 623.
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