Shape optimization of road tunnel cross-section by simulated annealing

[1] Kawa M., Różański A., Sobótka M., A verification of shape optimization procedures of tunnel underground excavations, Górnictwo i Geoinżynieria, 2011, Book 2, 535–541, (in Polish).Search in Google Scholar

[2] Ren G., Smith J.V., Tang J.W., Xie Y.M., Underground excavation shape optimization using an evolutionary procedure, Computers and Geotechnics, 2005, No. 32, 122–132.10.1016/j.compgeo.2004.12.001Search in Google Scholar

[3] Różański A., Sobótka M., A procedure of underground excavations shape optimization, Górnictwo i Geoinżynieria, 2009, Book 1, 519–529, (in Polish).Search in Google Scholar

[4] Sobótka M., Łydżba D., Różański A., Shape optimization of underground excavation by simulated annealing, Studia Geotechnica et Mechanica, 2013, 35(1), 209–218.10.2478/sgem-2013-0016Search in Google Scholar

[5] Nguyen T., Ghabraie K., Tran-Cong T., Simultaneous pattern and size optimisation of rock bolts for underground excavations, Computers and Geotechnics, 2015, 66, 264–277.10.1016/j.compgeo.2015.02.007Search in Google Scholar

[6] Sałustowicz A., Zarys mechaniki górotworu, Wydawnictwo Śląsk, Katowice, 1968.Search in Google Scholar

[7] Xie Y.M., Steven G.P., A simple evolutionary procedure for structural optimization, Comput. Struct., 1993, No. 49(5), 885–896.10.1016/0045-7949(93)90035-CSearch in Google Scholar

[8] Xie Y.M., Steven G.P., Evolutionary structural optimization, Springer, Berlin, 1997.10.1007/978-1-4471-0985-3Search in Google Scholar

[9] Kirkpatrick S., Gelatt C., Vecchi M., Optimization by simulated annealing, Science, 1983, Vol. 220, No. 4598, 671–680.10.1126/science.220.4598.67117813860Search in Google Scholar

[10] Sonmez F.O., Shape optimization of 2D structures using simulated annealing, Computer Methods in Applied Mechanics and Engineering, 2007, 196, 35, 3279–3299.10.1016/j.cma.2007.01.019Search in Google Scholar

[11] Sobótka M., Łydżba D., Shape Optimization of Soil-steel Structure by Simulated Annealing, Procedia Engineering, 91, 304–309.10.1016/j.proeng.2014.12.065Search in Google Scholar

[12] Różański A., Łydżba D., Jabłoński P., Numerical study of the size of representative volume element for linear elasticity problem, Studia Geotechnica et Mechanica, 2013, 35(2), 67–81.10.2478/sgem-2013-0024Search in Google Scholar

[13] Różański A., Łydżba D., From digital image of microstructure to the size of representative volume element: B4C/Al composite, Studia Geotechnica et Mechanica, 2011, 33(1), 55–68.Search in Google Scholar

[14] Chapman D., Metje N., Stärk A., Introduction to tunnel construction. 2010, Vol. 3. CRC Press.10.1201/9781315273495Search in Google Scholar

[15] Rabcewicz L.V., Bemessung von Hohlraumbauten, die “Neue Österreichische Bauweise” und ihr Einfluß auf Gebirgsdruckwirkungen und Dimensionierung, Felsmechanik und Ingenieurgeologie, 1963, 1, 3–4.Search in Google Scholar

[16] Shim P.Y., Manoochehri S., Generating optimal configurations in structural design using simulated annealing, International Journal for Numerical Methods in Engineering, 1997, 40(6), 1053–1069.10.1002/(SICI)1097-0207(19970330)40:6<1053::AID-NME97>3.0.CO;2-ISearch in Google Scholar

[17] Metropolis N. et.al., Equation of state calculation by fast computing machines, The Journal of Chemical Physics, 1953, Vol. 21, No. 6, 1087–1092.10.1063/1.1699114Search in Google Scholar

[18] FLAC Fast Lagrangian Analysis of Continua, User’s Guide, Itasca Consulting Group Inc. Minneapolis, 2011.Search in Google Scholar

[19] Majcherczyk T., Niedbalski Z., Kowalski M., 3D numerical modeling of road tunnel stability – The Laliki project, Archives of Mining Sciences, 2012, 57(1), 61–78.10.2478/v10267-012-0005-6Search in Google Scholar