Ergonomics Of Laboratory Rooms – Case Studies Based On The Geotechnical Laboratories At The Silesian University Of Technology

[1] Charytonowicz J. (1994). Zasady kształtowania laboratoryjnych stanowisk pracy (Principles of shaping laboratory work stands). Monograph. Wrocław: Publishing House of Wrocław Technical University, (in Polish). Search in Google Scholar

[2] Kliment S.A. (2003). Series Founder and Editor, Neuman D.J.; Building Type Basics for College and University Facilities. Canada: John Wiley&Sons.inc. Search in Google Scholar

[3] Cieśla-Gałeczka K. (2012). Kształtowanie współczesnych funkcji nauki oraz ich rola w przestrzeni miejskiej. Wybrane obiekty (Shaping of modern functions of science and their role in city space. Selected objects). Ph.D. dissertation, supervised by N. Juzwa, Faculty of Architecture, The Silesian University of Technology. Gliwice (in Polish). Search in Google Scholar

[4] Winnicka-Jasłowska D. (2012). Creating a functional and special program for a new building of the Faculty of the Biomedical Engineering, The Silesian University of Technology. Architecture Civil Engineering Environment 5(3), Gliwice. Search in Google Scholar

[5] Winnicka-Jasłowska D. (2014). Ergonomic Solutions of Facilities and Laboratory Work-Stands at Universities. Programming of Ergonomic Technological Lines – Case Study, [in:] Universal access in human-computer interaction. 8th International Conference UAHCI 2014, held as part of HCI International 2014, Heraklion, Crete, Greece, June 22-27, 2014. Proceedings. Pt. 4, Design for all and accessibility practice, (eds.) Constantine Stephanidis, Margherita Antona. Cham: Springer, 2014, Lecture Notes in Computer Science 8516. Search in Google Scholar

[6] Gryczmański M. (2009). State of the art in modelling of soil behaviour at small strains. Architecture Civil Engineering Environment 2(1), 61–80. Search in Google Scholar

[7] Jastrzębska M., Łupieżowiec M., Uliniarz R., Jaroń A. (2014). Analysis of the vibration propagation in the subsoil, Studia Geotechnica et Mechanical XXXVI(3), 9–18.10.2478/sgem-2014-0023 Search in Google Scholar

[8] Jastrzębska M. (2010). Badania zachowania się gruntów spoistych poddanych obciążeniom cyklicznym w zakresie małych odkształceń (Investigations of the behaviour of cohesive soils subjected to cyclic loads in the area of small deformations). Scientific Journals of The Silesian University of Technology, Gliwice, Poland, 216 (in Polish). Search in Google Scholar

[9] Jastrzębska M. (2002). Kalibrowanie i weryfikacja jednopowierzchniowego sprężysto-plastycznego modelu gruntu o silnie nieliniowym wzmocnieniu anizotropowym (Calibration and verification of a single surface elasto-plasic model for soil with strongly non-linear anisotropic hardening law), PhD thesis, Department of Geotechnics, The Silesian University of Technology, Gliwice (in Polish). Search in Google Scholar

[10] Jastrzębska M. (2010). The external and internal measurement effect on shear modulus distribution within cyclic small strains in triaxial studies on cohesive soil. Proc. International Conference on Experimental Mechanics ICEM14 Poitiers, France, EDP Sciences, a, 1–8. Search in Google Scholar

[11] Kalinowska M., Jastrzębska M. (2014). Behaviour of cohesive soil subjected to low-frequency cyclic loading in strain-controlled tests, Studia Geotechnica et Mechanica XXXVI(3), 21–34.10.2478/sgem-2014-0024 Search in Google Scholar

[12] Kalinowska M. (2013). Określenie kryterium zniszczenia w gruntach spoistych poddanych wolnozmiennym obciążeniom cyklicznym (Determination of the destruction criterion for cohesive soils subjected to slow cyclic loads). MSc thesis supervised by M. Jastrzębska, Faculty of Civil Engineering, The Silesian University of Technology. Gliwice (in Polish). Search in Google Scholar

[13] Konsek Sz., Walas M. (2010). Badania zachowania się gruntów spoistych poddanych obciążeniu cyklicznemu w aparacie trójosiowym oraz w aparacie bezpośredniego ścinania (Tests on the behaviour of cohesive soils subjected to cyclic loads by means of a triaxial apparatus and direct shear apparatus). MSc thesis supervised by M. Jastrzębska, Faculty of Civil Engineering, The Silesian University of Technology. Gliwice (in Polish). Search in Google Scholar

[14] Kowalska M. (2009). Identyfikacja parametryczna modeli gruntów w zagadnieniach geotechniki (Parametric identification of soil models in geotechnical problems), PhD thesis, Department of Geotechnics, The Silesian University of Technology, Gliwice (in Polish). Search in Google Scholar

[15] Jastrzębska M., Kowalska M. (2016). Triaxial tests on weak cohesive soils – some practical remarks (part 2). Architecture Civil Engineering Environment 9(3), 81–94.10.21307/acee-2016-037 Search in Google Scholar

[16] Kowalska M., Jastrzębska M. (2016). Triaxial tests on weak cohesive soils – some practical remarks (part 1). Architecture Civil Engineering Environment 9(3), 71–80.10.21307/acee-2016-036 Search in Google Scholar

[17] Krzyk P. (2013). Parametry wytrzymałościowe gruntów spoistych na podstawie badań w aparacie bezpośredniego ścinania i w aparacie trójosiowym (Strength parameters of cohesive soils on the grounds of direct shear apparatus and triaxial apparatus). MSc thesis supervised by M. Jastrzębska, Faculty of Civil Engineering, The Silesian University of Technology. Gliwice (in Polish).Search in Google Scholar