Archives of Civil Engineering

[1] Z. Malecha, P. Krukowski, P. Pyrka, K. Skrzynecki, P. Prycinski, M. Palka, Analysis of technological rediness transportation system using high speed vehicles in limited space with reducted air preassure. Report for National research and Development Centre – Poland, 06.2018 (in Polish).
[2] M. Pawlik, M. Kycko, K. Zakrzewski, “Hyperloop vehicles spacing control challenges and possible solutions”, Archives of Civil Engineering, 2021, vol. 67, no. 2, pp. 261–274, DOI: 10.24425/ace.2021.137167.
[3] J. Piechna, Report on Conceptual Design of Hyperloop, internal material,Warsaw University of Technology, Poland, 2020 (in Polish).
[4] K. Polak, “Hyperloop technology and perspective of implementation”, Prace Instytutu Kolejnictwa, 2017, vol. 156, pp. 28–32 (in Polish).
[5] M. Rudowski, “Intermodal Transport of Hyperloop Capsules – Concept, Requirements, Benefits”, Problemy Kolejnictwa (Railway Reports), 2018, vol. 62, no. 178, pp. 55–62.
[6] R. Sabarinath, “Warsaw Hyperloop Station – Technical Challenges and Opportunities Overview”, MSc. Diploma, Warsaw University of Technology, Poland, 2020.
[7] K. Trzonski, A. Ostenda, “High speed railways – technical and social aspects – Hyperloop One”, Nowoczesne Budownictwo Inzynieryjne, 2017, no.6, pp. 86–90 (in Polish).
[8] J. Tamarit, Evacuated Tube Transportation. Sponsored by CEN/CENELEC, NEN, UNE, 12.2018.
[9] Report “Potential for the development and implementation of the vacuum rail technology in Poland in the social, technical, economic and legal context”, GOSPOSTRATEG, September 2020.
[10] Hyperloop – International Development Overview, Prepared by HARDT, HYPER POLAND, TRANSPOD, ZELEROS, 10.2018.
[11] Hyperloop Alpha by SpaceX, 2017.

[1] A. Sarja, “Durability design of cocnrete structures – Committee report 130-CSL”, Materials and Structures, 2017, vol. 33, pp. 14–20, DOI: 10.1007/BF02481691.
[2] Concrete according to standard PN EN 206-1 – commentary – collective work supervised by prof. Lech Czarnecki. Kraków: Polski Cement, 2004.
[3] I. Skrzypczak,W.Kokoszka, J. Zieba, A. Lesniak, D. Bajno, Ł. Bednarz, “AProposal of a Method for Ready- Mixed Concrete Quality Assessment Based on Statistical-Fuzzy Approach”, Materials, 2020, vol. 13, no. 24, DOI: 10.3390/ma13245674.
[4] I. Skrzypczak, L. Buda-Ozóg, J. Zieba, “Dual CUSUM chart for the quality control of concrete family”, Cement Wapno Beton, CWB, 2019, vol. 24, no. 4, pp. 276–285, DOI: 10.32047/CWB.2019.24.4.3.
[5] I. Skrzypczak, L. Buda-Ozóg, T. Pytlowany, “Fuzzy method of conformity control for compressive strength of concrete on the basis of computational numerical analysis”, Meccanica, 2016, vol. 51, pp. 383–389, DOI: 10.1007/s11012-015-0291-0.
[6] J. Jasiczak, “Probabilistic Criteria for the Control of Compressive Strength Stabiilization in Concrete”, Foundations of Civil and Environmental Engineering, 2011, no. 14, pp. 47–61.
[7] J. Jasiczak, M. Kanoniczak, Ł. Smaga, “Standardized concept of a concrete family on the example of continuous Spiroll board production”, Budownictwo i Architektura, 2014, vol. 13, no. 2, pp. 99–108.
[8] J. Jasiczak, M. Kanoniczak, Ł. Smaga, “Statistical division of compressive strength results on the aspect of concrete family concept”, Computers and Concrete, 2014, vol. 14, no. 2, pp. 145–161.
[9] J. Jasiczak, M. Kanoniczak, L. Smaga, “Stochastic identity of test result series of the compressive strength of concrete in industrial production conditions”, Archives of Civil and Mechanical Engineering, 2015, vol. 15, pp. 584–592.
[10] J. Jasiczak, M. Kanoniczak, Ł. Smaga, “Division of Series of Concrete Compressive Strength Results into Concrete Families in Terms of Seasons within Annual Work Period”, Journal of Computer Engineering& Information Technology, 2017, vol. 6, no. 3, pp. 1–9, DOI: 10.4172/2324-9307.1000198.
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[20] EN 1992:2008 Eurocode 2: Design of concrete structures.
[21] ISO 2394:2000 General principles on reliability for structures.
[22] PN–EN 206–1: 2003 Concrete. Part 1: Requirements, properties, production and conformity.
[23] PN-EN 206¸A1:2016-12. Concrete. English version.

[1] M. Cuomo, L. Greco, “On the force density method for slack cable nets”, International Journal of Solids and Structures, 2012, vol. 49, pp. 1526–1540, DOI: 10.1016/j.ijsolstr.2012.02.031.
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[7] I.Wójcik-Grzaba, “Extended Force Density Method for cable nets under self-weight. Part I – Theory and verification”, Archives of Civil Engineering, 2021, vol. 67, no. 4, pp. 139–157, DOI: 10.24425/ace.2021.138491.

[1] J. Guevara, “Review of particle size distribution analysis methods”, 2018. University of Florida Soil and Water Sciences Department. [Online], Available: https://soils.ifas.ufl.edu/media/soilsifasufledu/sws-mainsite/pdf/technical-papers/Guevara_Jorge_One_Year_Embargo.pdf [Accessed: 28.04.2021].
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[1] EN 13501-1:2019-02. Fire classification of construction products and building elements – Part 1: Classification using data from reaction to fire tests.
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