References
- MUSHCHIL, A. K. A., HABEEB, G. M., & AL-MASHHADI, M. S. (2019). Control of shrinkage cracking in end restrained reinforced concrete walls. architecture (ija), 5(2), 41-62.
- AL MASHHADI, M. S. A., 1989. “Control of secondary shrinkage cracking in reinforced concrete walls”, M. Sc. thesis, college of Engineering, Baghdad University.
- MOHAMMED, T. J., AL-TAMEEMI, A. A., & ATTIYAH, A. N., 2018. Cracking Behavior of Base Restrained High Strength Plain Concrete Walls Due to Shrinkage.
- KHEDER, G. F. (1986). Control of shrinkage cracking in reinforced concrete walls (Doctoral dissertation, MSc thesis, University of Baghdad).
- MATIAŠKOVÁ, L., BILČÍK, J., & ŠOLTÉSZ, J. (2018). Control of early-age cracking in watertight concrete structures. Slovak Journal of Civil Engineering, 26(3), 16-21.
- AL ATTAR, T. S. (1988). Minimum steel reinforcement for control of cracking due to shrinkage and temperature changes in reinforced concrete tension members (Doctoral dissertation, M. Sc. thesis, college of Engineering, Baghdad University).
- KHEDER, G. F., AL-RAWI, R. S., & AL-DHAHI, J. K. (1994). A study of the behaviour of volume change cracking in base restrained concrete walls. Materials and Structures, 27, 383-392.
- WU, C. H., LIN, Y. F., LIN, S. K., & HUANG, C. H. (2020). Temperature development and cracking characteristics of high strength concrete slab at early age. Struct. Eng. Mech, 74(6), 747-756
- AL-ZUHAIRI, A. H. A., (2005) Control of Volume Change Cracking In Plain And Reinforced Massive Concrete With Different Base Restraints, PhD thesis, college of Engineering, Baghdad University.
- RISAN, H. K. (2017). Cracking Control Due to Early Thermal Movement of Watertight Continuous RC Members. Al-Nahrain Journal for Engineering Sciences, 20(1), 206-213.
- BILČÍK, J., SONNENSCHEIN, R., & GAŽOVIČOVÁ, N. (2017). Causes of early-age thermal cracking of concrete foundation slabs and their reinforcement to control the cracking. Slovak Journal of Civil Engineering, 25(3), 8-14.
- DO, T. A., HOANG, T. T., BUI-TIEN, T., HOANG, H. V., DO, T. D., & NGUYEN, P. A. (2020). Evaluation of heat of hydration, temperature evolution, and thermal cracking risk in high-strength concrete at early ages. Case Studies in Thermal Engineering, 21, 100658.
- BENTZ, D. P. (2009). Early-age cracking review: mechanisms, material properties, and mitigation strategies. Current Understanding of the Parameters that Influence Hydraulic and Leaching Properties and Uncertainty Analysis of Cementitious Barriers, 901945.
- BENTZ, D. P., BENTZ, D. P., JONES, S. Z., PELTZ, M. A., & STUTZMAN, P. E. (2015). Influence of internal curing on properties and performance of cement-based repair materials. US Department of Commerce, National Institute of Standards and Technology.
- BALLIM, Y., & GRAHAM, P. C. (2003). A maturity approach to the rate of heat evolution in concrete. Magazine of concrete research, 55(3), 249-256.
- SCHINDLER, A. K., & FOLLIARD, K. J. (2003, August). Influence of supplementary cementing materials on the heat of hydration of concrete. In Advances in cement and concrete IX conference, copper mountain conference resort in Colorado.
- MICALLEF, M., VOLLUM, R. L., & IZZUDDIN, B. A. (2017). Cracking in walls with combined base and end restraint. Magazine of Concrete Research, 69(22), 1170-1188.
- TAN, Y., & TANG, K. (2024). Modelling In Situ Concrete Temperature Development: The Impact of Ambient Temperature and GGBS Replacement. CivilEng, 5(3), 694-716.
- YUAN, Y., & WAN, Z. L. (2002). Prediction of cracking within early-age concrete due to thermal, drying and creep behavior. Cement and concrete research, 32(7), 1053-1059.
- ACI Committee. (2007). ACI 207.2 R-07-Report on thermal and volume change effects on cracking of mass concrete. American Concrete Institute, Farmington Hills.
- NEVILLE, A. M. (2002). Properties of concrete.
- BENTZ, D. P. (2009). Early-age cracking review: mechanisms, material properties, and mitigation strategies. Current Understanding of the Parameters that Influence Hydraulic and Leaching Properties and Uncertainty Analysis of Cementitious Barriers, 901945.
- WHITING, D. (1992). A Guide to Evaluating Thermal Effects in Concrete Pavements.
- NEVILLE, A. M. (2002). Properties of concrete.
- SCHINDLER, A. K., & FOLLIARD, K. J. (2003, August). Influence of supplementary cementing materials on the heat of hydration of concrete. In Advances in cement and concrete IX conference, copper mountain conference resort in Colorado.
- KLEMCZAK, B., & KNOPPIK-WRÓBEL, A. (2011). Early age thermal and shrinkage cracks in concrete structures–description of the problem. Architecture-Civil Engineering-Environment, 4(2), 35-48.
- FORTH, J. P., MARTIN, A., & ANCHOR, R. D. (2014). Design of liquid retaining concrete structures. Whittles Publishing.
- GILBERT, R. I. (2017). Cracking caused by early-age deformation of concrete–prediction and control. Procedia Engineering, 172, 13-22.
- ANCHOR RD. Design of liquid retaining concrete structures. (No Title). 1992 Jul.
- ACI Committee. (2007). ACI 207.2 R-07-Report on thermal and volume change effects on cracking of mass concrete. American Concrete Institute, Farmington Hills.
- BS 8007 :Design of concrete structures for retaining aqueous liquid, British Standards Institution. London, 1987.
- BS EN 1992-1: Eurocode 2: Design of concrete structures – Part 1: General requirements, British Standards Institution, London, 2004.
- ASTM C496. Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens: ASTM International,2004.
- ASTM C39M-15a. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
- ASTM C78 / C78M-16. (2016). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading), ASTM International, West Conshohocken.
- BS EN 12390. (2000). Testing hardened concrete, method of determination of compressive strength of concrete cubes.
- European Committee for Standardization., & British Standards Institution 197-1. Cement. Part 1, Composition, specifications and conformity criteria for common cements. 2012.
- Iraqi Specification IQS No. 45. Aggregate from Natural Sources for Concrete and Construction. Central Agency for Standardization and Quality Control, Baghdad; 1984.
- ABDULMAJED, D. A. A., DAUD, S. A., & ALRSHOUDI, F. (2024). NUMERICAL VALIDATION OF LONG-TERM BEHAVIOUR OF REINFORCED RECYCLED AGGREGATE CONCRETE BEAM.
- TAHER, M. J., AL-ATTAR, T. S., & AL-ADILI, A. S. (2024). Compatibility and Mechanical Performance of High-Strength Self-Compacting Concrete Produced with Recycled Glass Powder. Civil and Environmental Engineering, 20(2), 1107-1119.
- AL-MASRAF, H. M., AL-ATTAR, T. S., & FREYYAH, Q. J. (2024). Fracture Behavior of Engineered Cementitious Composites Concrete Under Center Point Bending Load. Civil and Environmental Engineering, 20(2), 1002-1023.