[1]
Moschanskiy N. And., Putlyaev I. E. Protection of epoxy resin against corrosion of reinforced concrete tanks for sewage water. – M.: (2012).
Google Scholar
[2]
Shilin A. A. Increase the waterproofing properties of concrete monolithic roof supports of vertical shafts of mines. – The dissertation on competition of a scientific degree of Ph.D. – M: CIC, (1976).
Google Scholar
[3]
Alekseev S. N., Rosenthal N. E. Corrosion resistance of concrete structures in aggressive environments. – M.: Stroiizdat, 2014, p.396.
Google Scholar
[4]
J.F. Dorion, J. Hadjigeorgiou & E. Ghali Université Laval, Quebec City, Canada. Quantifying the rate of corrosion in selected underground mines. - ROCKENG09: Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, May 2009 (Ed: M. Diederichs and G. Grasselli).
Google Scholar
[5]
Villaescusa E., R. C. Hassell A.G. Thompson 2008. Development of a corrosivity classification for cement grouted cable strand in underground hard rock mining excavations. – 5th International Conference and Exhibition on Mass Mining, Luleå Sweden 9-11 June 2008. (Eds. Håkan Schunnesson & Erling Nordlund). – pp.1103-1116.
Google Scholar
[6]
Bobylev N. Comparative analysis of environmental impacts of selected underground construction technologies using the analytic network process. – Automation in Construction. – Volume 20, Issue 8, December 2011, p.1030–1040.
DOI: 10.1016/j.autcon.2011.04.004
Google Scholar
[7]
Bobylev N., 2010. Underground space in the Alexanderplatz Area, Berlin: research into the quantification of urban underground space use. Tunneling and Underground Space Technology 25 (5), 495–507.
DOI: 10.1016/j.tust.2010.02.013
Google Scholar
[8]
Advances in technology for the construction of deep-underground facilities. - U.S. National Committee on Tunneling Technology, U.S. National Committee for Rock Mechanics. – Tunneling and Underground Space Technology. –Volume 3, Issue 1, 1988, pp.25-44.
DOI: 10.1016/0886-7798(88)90031-4
Google Scholar
[9]
Yong Y., Jia Tao, Panpan H., Shushan G. Safety Problems in Crowded Underground Space in Beijing. - Procedia Engineering - Volume 45, 2012, p.763–767. -2012 International Symposium on Safety Science and Technology.
DOI: 10.1016/j.proeng.2012.08.236
Google Scholar
[10]
Wang X., Feng Zh., Xianjin H., Min Zh., Zehua L. Factors influencing the development potential of urban underground space: Structural equation model approach. – Tunneling and Underground Space Technology. Volume 38, September 2013, p.235–243.
DOI: 10.1016/j.tust.2013.06.005
Google Scholar
[11]
Concrete for Underground Structures: Guidelines for Design and Construction. Eluted by Robert J. F. Goodfellow. – Society for Mining, Metallurgy and Exploration. – 2011. – 78p.
Google Scholar
[12]
He L, Song Y., Dai S., Durbak K. Quantitative research on the capacity of urban underground space – The case of Shanghai, China. – Tunneling and Underground Space Technology 32 (2012), pp.168-172.
DOI: 10.1016/j.tust.2012.06.008
Google Scholar
[13]
Bagnoli P., Bonfanti M., Della Vecchia G., Lualdi M., Sgambi L. A method to estimate concrete hydraulic conductivity of underground tunnel to assess lining degradation. – Tunneling and Underground Space Technology. – Volume 50, August 2015, p.415.
DOI: 10.1016/j.tust.2015.08.008
Google Scholar
[14]
Viggiani G. Geotechnical aspects of underground construction in soft ground : Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Roma, Italy, 17-19 May, (2011).
DOI: 10.1201/b12748
Google Scholar
[15]
Franzen T., Bergdahl S. -G., Nordmark A. Underground construction in modern infrastructure. – Proceedings of the International Conference on Underground Construction in Modern Infrastructure, Stockholm, Sweden, 7-9 June (1998).
Google Scholar
[16]
Colin R. Cement and concrete as an engineering material: An historic appraisal and case study analysis. – Engineering Failure Analysis. – Volume 40, May 2014, p.114–140.
DOI: 10.1016/j.engfailanal.2014.02.004
Google Scholar
[17]
Field evaluation of permeability of concrete linings and rock masses around underground lined rock caverns by a novel in-situ measurement system. – Engineering Geology. – Volumes 137–138, 1 June 2012, p.97–106.
DOI: 10.1016/j.enggeo.2012.03.013
Google Scholar
[18]
Sirisawat I., Saengsoy W., Baingam L., Krammart P., Tangtermsirikul S. Durability and testing of mortar with interground fly ash and limestone cements in sulfate solutions. – Constr. Build. Mater., 64 (2014), p.39–46.
DOI: 10.1016/j.conbuildmat.2014.04.083
Google Scholar
[19]
Hadjsadok A., Kenai S., Courard L., Michel F., Khatib J. Durability of mortar and concretes containing slag with low hydraulic activity. – Cem. Concr. Compos., 34 (2012), p.671–677.
DOI: 10.1016/j.cemconcomp.2012.02.011
Google Scholar