1. ACI Committee 207: “Effect of restraint, volume change, and reinforcement on cracking of massive concrete”. ACI Committee 207. ACI207.2R-95. Reapproved 2002. American Concrete Institute, Farmington Hills, USA 26 pp.
3. Ji, G: “Cracking risk of concrete structures in the hardening phase Experiments, material modeling and finite element analysis”. Department of Structural Engineering, The Norwegian University of Science and Technology Trondheim, Norway, 2008, 253 pp.
4. Emborg, M.: “Thermal Stresses in Concrete at Early Ages, in Analysis of Concrete Structures by Fracture Mechanics”. Proceedings, International RILEM Workshop dedicated to Professor Arne Hillerborg, Abisko, Sweden, 1989, pp. 63-78.
5. Kanazu, T., Sato, R., Sogo, S., Kishi, T., Noguchi, T., Mizobuchi, T., & Miyazawa, S.: “Outline of JCI guidelines for control of cracking of mass concrete”. Proceedings, 3rd JCI-KCI-TCI Symposium on Recent Advancement of Technologies in Concrete Engineering, Japan Concrete Institute, July 2012.
6. Bamforth, P.B.: “Early-age thermal crack control in concrete”. CIRIA Report C660, Construction Industry Research and Information Association, London, 2007, 112 pp.
7. ACI 224R-01: “Control of cracking in concrete structures, Manual of concrete practice, Part 3”. ACI Committee 224, American Concrete Institute, Farmington Hills, Mich, 2001, 46 pp.
8. Al-Gburi, M., Jonasson, J.E., Nilsson, M., Hedlund, H., Hösthagen, A.: “Simplified Methods for Crack Risk Analyses of Early Age Concrete Part 1: Development of Equivalent Restraint Method”. Nordic Concrete Research, No. 46, 2012, pp. 17-38.
9. Utsi, S., & Jonasson, J.-E.: “Estimation of the risk for early thermal cracking for SCC containing fly ash”. Materials and Structures, Volume 45, Issue 1-2, 2012, pp. 153-169.<a href="https://doi.org/10.1617/s11527-011-9757-2" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1617/s11527-011-9757-2</a>
10. Al-Gburi, M., Jonasson, J.E., Yousif, S., T., & Nilsson, M.: “Simplified Methods for Crack Risk Analyses of Early Age Concrete Part 2: Restraint Factors for Typical Case Wall-on-Slab”. Nordic Concrete Research, No. 4, 2012, pp. 39-56.
11. Kheder, G.F.: “A new look at the control of volume change cracking of base restrained concrete walls”. ACI Structural Journal, Vol. 94, No. 3, 1997, pp. 262-271.<a href="https://doi.org/10.14359/478" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.14359/478</a>
12. Sule, M.: “Effect of reinforcement on early-age cracking in high strength concrete”. PhD thesis, Technical University of Delft, The Netherlands, 2003.
14. Bernander, S.: “Practical measurement to avoiding early age thermal cracking in concrete structures”. Ed.by R. Springenschmid. London, England: E & FNSpon. RILEM Report.
16. Al-Gburi, M., Jonasson, J.E., & Nilsson, M.: “Reduction of the Early Age Crack in the Concrete walls by Using a New Casting Technique”. Structural Engineering International Journal, Vol. 26, Issue 3, 2016, pp. 216-224.<a href="https://doi.org/10.2749/101686616X14555429843960" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.2749/101686616X14555429843960</a>
17. Al-Gburi, M., Jonasson, J.E., & Nilsson, M.: “Effect of Casting Sequences on the Restraint in Slab On Ground- Proceedings, 1st Concrete Innovation Conference (CIC), Oslo, Norway, 2014.
18. Zych, M.: “Numerical analysis of reinforcement stresses and stages of early age cracking in concrete tank‘s wall”. JUNIORSTAV, 2008, 2.1 Konstrukce betonové a zděné.
19. Andrzej, S., Rafał, S., & Mariusz, M.: “Vertical cracking of reinforced concrete cylindrical tank wall at early age state”. Proceedings, 8th Conference on Shell Structures – Theory and Applications, Gdansk-Jurata, 2005.
20. Andrzej, S., & Zych, M.: “Thermal Cracking of the Cylindrical Tank under Construction. I: Case Study”. Journal of Performance of Constructed Facilities, January 2014.
21. Zych, M.: “Thermal Cracking of the Cylindrical Tank under Construction. II: Early Age Cracking”. Journal of Performance of Constructed Facilities, January 2014.<a href="https://doi.org/10.1061/(ASCE)CF.1943-5509.0000577" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)CF.1943-5509.0000577</a>
23. ConTeSt Pro. “User’s Manual - Program for Temperature and Stress Calculations in Concrete”. Developed by JEJMS Concrete AB in co-operation with Lulea University of Technology, Cementa AB and Peab AB. Luleå, Sweden, 2003, 198 pp.
27. ACI Committee 224.3R-95: “Joints in Concrete Construction, Reported by ACI Committee 224. Reapproved 2001. American Concrete Institute, Farmington Hills, USA, 44 pp.
28. Al-Rawi, R. S., & Kheder, G. F.: “Control of Cracking Due to Volume Change in Base Restrained Concrete Members”. ACI Structural Journal, Vol. 87, No. 4, July-Aug. 1990, pp. 397-405.<a href="https://doi.org/10.14359/2747" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.14359/2747</a>
29. Bamforth, P. Denton, S., & Brinckerhoff, P. “The development of a revised unified approach for the design of reinforcement to control cracking in concrete resulting from restrained contraction”. Final Report, ICE/0706/012, 2010.
30. Bernander, S., Emborg, M. & Jonasson, J.-E.: “Temperature, maturity development and eigenstresses in young concrete”. Betonghandbok - Material, 2nd Edition, Chapter 16. AB Svensk Byggtjänst & Cementa AB, Stockholm, Sweden, 1994. (In Swedish).
31. Beeby A.W., & Scott R. H.: “Cracking and deformation of axially reinforced members subjected to pure tension”. Magazine of Concrete Research, Vol. 57, No. 10, 2005, pp. 611-621.<a href="https://doi.org/10.1680/macr.2005.57.10.611" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1680/macr.2005.57.10.611</a>