1. Rizaev, B., Akhmedov, I., Khamidov, A., Kholmirzaev, S., Zhalalov, Z. & Umarov, I. (2022). Raschet na vkhodnye i formal'nye deformatsii betona v estestvennykh usloviyakh sukhogo zharkogo klimata. J. of new century innovations, 19(6), 183–193. (In Russ.).
2. Tsvetkova, A.A., Agafonov, S.A., Goryacheva, A.O. & Maslak, Т.V. (2023). Rabota monolitnogo zhelezobetonnogo rebristogo perekrytiya pri nalichii priopornykh usadochnykh treshchin v rebrakh [The performance of a monolithic reinforced concrete ribbed floor with shrinkage cracks in the ribs]. Inzhenernye issledovaniya [Engineering Research], 11(1), 11–19. (In Russ., abstr. in Engl.).
3. Lazovskii, D.N., Tur, V.V., Glukhov, D.O. & Lazovskii, E.D. (2021). Uchet polzuchesti i usadki betona po SP 5.03.01-2020 pri raschete zhelezobetonnykh konstruktsii na osnove deformatsionnoi raschetnoi modeli [Creep and shrinking of concrete accounting according to SP 5.03.01-2020 when analysis of reinforced concrete structures based on deformational analytical model]. Vestn. Brestskogo gos. tekhn. un-ta [Vestnik of Brest State Technical University], 125(2), 7–12. (In Russ., abstr. in Engl.). DOI: 10.36773/1818-1212-2021-125-2-7-12.
4. Bazant, Z.P. (2001). Prediction of concrete creep and shrinkage: past, present and future. Nuclear Engineering and Design, 203(1), 27–38. DOI: 10.1016/S0029-5493(00)00299-5.
5. Clarke, J.L. (2005). Structural lightweight aggregate concrete. Glasgow: Blackie Academic & Professional, an imprint of Chapman & Hall.