International Concrete Abstracts Portal

  

Related References:

AS 1012.3.1:2014, 2014, “Methods of Testing Concrete – Method 3.1: Determination of Properties Related to the Consistency of Concrete – Slump Test,” Standards Australia, Sydney, NSW, Australia, 6 pp.

AS 1012.18-1996, 1996, “Methods of Testing Concrete – Method 18: Determination of Setting Time of Fresh Concrete, Mortar and Grout by Penetration Resistance (Reconfirmed 2014),” Standards Australia, Sydney, NSW, Australia, 6 pp.

ASTM C191-08, 2008, “Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle,” ASTM International, West Conshohocken, PA, 8 pp.

ASTM C403/C403M-08, 2008, “Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance,” ASTM International, West Conshohocken, PA, 7 pp.

ASTM C597-16, 2016, “Standard Test Method for Pulse Velocity Through Concrete,” ASTM International, West Conshohocken, PA, 4 pp.

Bensted, J., 1987, “Some Applications of Conduction Calorimetry to Cement Hydration,” Advances in Cement Research, V. 1, No. 1, Oct., pp. 35-44. doi: 10.1680/adcr.1987.1.1.35

Bullard, J. W.; Jennings, H. M.; Livingston, R. A.; Nonat, A.; Scherer, G. W.; Schweitzer, J. S.; Scrivener, K. L.; and Thomas, J. J., 2011, “Mechanisms of Cement Hydration,” Cement and Concrete Research, V. 41, No. 12, Dec., pp. 1208-1223. doi: 10.1016/j.cemconres.2010.09.011

Carette, J., and Staquet, S., 2015, “Monitoring the Setting Process of Mortars by Ultrasonic P and S-Wave Transmission Velocity Measurement,” Construction and Building Materials, V. 94, Sept., pp. 196-208. doi: 10.1016/j.conbuildmat.2015.06.054

Cusson, D., and Hoogeveen, T., 2007, “An Experimental Approach for the Analysis of Early-Age Behaviour of High-Performance Concrete Structures under Restrained Shrinkage,” Cement and Concrete Research, V. 37, No. 2, Feb., pp. 200-209. doi: 10.1016/j.cemconres.2006.11.005

Dabarera, A.; Li, L.; and Dao, V., 2021, “Experimental Evaluation and Modelling of Early-Age Basic Tensile Creep in High-Performance Concrete,” Materials and Structures, V. 54, No. 3, June, Article No. 130. doi: 10.1617/s11527-021-01722-w

Dabarera, A.; Li, L.; Lura, P.; and Dao, V., 2022, “Experimental Assessment and Modelling of Effective Tensile Elastic Modulus in High Performance Concrete at Early Age,” Construction and Building Materials, V. 319, Feb., Article No. 126125. doi: 10.1016/j.conbuildmat.2021.126125

Darquennes, A.; Staquet, S.; Delplancke-Ogletree, M.-P.; and Espion, B., 2011, “Effect of Autogenous Deformation on the Cracking Risk of Slag Cement Concretes,” Cement and Concrete Composites, V. 33, No. 3, Mar., pp. 368-379. doi: 10.1016/j.cemconcomp.2010.12.003

De Schutter, G., and Taerwe, L., 1995, “Specific Heat and Thermal Diffusivity of Hardening Concrete,” Magazine of Concrete Research, V. 47, No. 172, Sept., pp. 203-208. doi: 10.1680/macr.1995.47.172.203

Delsaute, B.; Torrenti, J.-M.; and Staquet, S., 2017, “Modeling Basic Creep of Concrete since Setting Time,” Cement and Concrete Composites, V. 83, Oct., pp. 239-250. doi: 10.1016/j.cemconcomp.2017.07.023

fib, 2013, “fib Model Code for Concrete Structures 2010,” International Federation for Structural Concrete, Lausanne, Switzerland, 434 pp.

Huang, H., and Ye, G., 2017, “Examining the ‘Time-Zero’ of Autogenous Shrinkage in High/Ultra-High Performance Cement Pastes,” Cement and Concrete Research, V. 97, July, pp. 107-114. doi: 10.1016/j.cemconres.2017.03.010

Hunger, M.; Entrop, A. G.; Mandilaras, I.; Brouwers, H. J. H.; and Founti, M., 2009, “The Behavior of Self-Compacting Concrete Containing Micro-Encapsulated Phase Change Materials,” Cement and Concrete Composites, V. 31, No. 10, Nov., pp. 731-743. doi: 10.1016/j.cemconcomp.2009.08.002

Jensen, O. M., and Hansen, P. F., 1995, “A Dilatometer for Measuring Autogenous Deformation in Hardening Portland Cement Paste,” Materials and Structures, V. 28, No. 7, Aug., pp. 406-409. doi: 10.1007/BF02473076

JIS A 1147:2019, 2019, “Method of Test for Time of Setting of Concrete Mixtures by Penetration Resistance,” Japanese Industrial Standards, Japanese Standards Association, Tokyo, Japan, 11 pp.

JSCE, 2007, “Standard Specifications for Concrete Structures,” Japan Society of Civil Engineers, Tokyo, Japan.

Kanstad, T.; Hammer, T. A.; Bjøntegaard, Ø.; and Sellevold, E. J., 2003, “Mechanical Properties of Young Concrete: Part II: Determination of Model Parameters and Test Program Proposals,” Materials and Structures, V. 36, No. 4, May, pp. 226-230. doi: 10.1007/BF02479615

Karaiskos, G.; Deraemaeker, A.; Aggelis, D. G.; and Van Hemelrijck, D., 2015, “Monitoring of Concrete Structures Using the Ultrasonic Pulse Velocity Method,” Smart Materials and Structures, V. 24, No. 11, Nov., Article No. 113001. doi: 10.1088/0964-1726/24/11/113001

Kawashima, S., and Shah, S. P., 2011, “Early-Age Autogenous and Drying Shrinkage Behavior of Cellulose Fiber-Reinforced Cementitious Materials,” Cement and Concrete Composites, V. 33, No. 2, Feb., pp. 201-208. doi: 10.1016/j.cemconcomp.2010.10.018

Klausen, A. B. E., 2016, “Early Age Crack Assessment of Concrete Structures: Experimental Investigation of Decisive Parameters,” PhD thesis, Norwegian University of Science and Technology, Trondheim, Norway, 250 pp.

Kong, X.-M.; Zhang, Z.-L.; and Lu, Z.-C., 2015, “Effect of Pre-soaked Superabsorbent Polymer on Shrinkage of High-Strength Concrete,” Materials and Structures, V. 48, No. 9, Sept., pp. 2741-2758. doi: 10.1617/s11527-014-0351-2

Li, L., 2021, “Deformational and Mechanical Early-Age Properties of High Performance Concrete with and without Superabsorbent Polymers,” PhD thesis, The University of Queensland, Brisbane, QLD, Australia, 131 pp.

Li, L.; Dabarera, A.; and Dao, V., 2022, “Evaluation of Zero-Stress Temperature and Cracking Temperature of High Performance Concrete at Early Ages,” Materials and Structures, V. 55, No. 7, Sept., Article No. 181. doi: 10.1617/s11527-022-02019-2

Li, L.; Dabarera, A. G. P.; and Dao, V., 2020a, “Time-Zero and Deformational Characteristics of High Performance Concrete with and without Superabsorbent Polymers at Early Ages,” Construction and Building Materials, V. 264, Dec., Article No. 120262. doi: 10.1016/j.conbuildmat.2020.120262

Li, L.; Dao, V.; and Lura, P., 2021, “Autogenous Deformation and Coefficient of Thermal Expansion of Early-Age Concrete: Initial Outcomes of a Study Using a Newly-Developed Temperature Stress Testing Machine,” Cement and Concrete Composites, V. 119, May, Article No. 103997. doi: 10.1016/j.cemconcomp.2021.103997

Li, L.; O’Moore, L.; Dux, P.; Lura, P.; and Dao, V., 2020b, “Evolution of Coefficient of Thermal Expansion of Concrete at Early Ages,” ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials, C. M. Wang, J. C. M. Ho, and S. Kitipornchai, eds., Springer, Singapore, pp. 295-304.

Lura, P.; Couch, J.; Jensen, O. M.; and Weiss, J., 2009, “Early-Age Acoustic Emission Measurements in Hydrating Cement Paste: Evidence for Cavitation during Solidification Due to Self-Desiccation,” Cement and Concrete Research, V. 39, No. 10, Oct., pp. 861-867. doi: 10.1016/j.cemconres.2009.06.015

Lura, P.; Jensen, O. M.; and van Breugel, K., 2003, “Autogenous Shrinkage in High-Performance Cement Paste: An Evaluation of Basic Mechanisms,” Cement and Concrete Research, V. 33, No. 2, Feb., pp. 223-232. doi: 10.1016/S0008-8846(02)00890-6

Ma, Y.; Yang, X.; Hu, J.; Zhang, Z.; and Wang, H., 2019, “Accurate Determination of the ‘Time-Zero’ of Autogenous Shrinkage in Alkali-Activated Fly Ash/Slag System,” Composites Part B: Engineering, V. 177, Nov., Article No. 107367. doi: 10.1016/j.compositesb.2019.107367

Miao, C.-W.; Tian, Q.; Sun, W.; and Liu, J.-P., 2007, “Water Consumption of the Early-Age Paste and the Determination of ‘Time-Zero’ of Self-Desiccation Shrinkage,” Cement and Concrete Research, V. 37, No. 11, Nov., pp. 1496-1501. doi: 10.1016/j.cemconres.2007.08.005

Nguyen, D. H.; Nguyen, V. T.; Lura, P.; and Dao, V. T. N., 2019, “Temperature-Stress Testing Machine – A State-of-the-Art Design and Its Unique Applications in Concrete Research,” Cement and Concrete Composites, V. 102, Sept., pp. 28-38. doi: 10.1016/j.cemconcomp.2019.04.019

Pinto, R. C. A., and Hover, K. C., 1999, “Application of Maturity Approach to Setting Times,” ACI Materials Journal, V. 96, No. 6, Nov.-Dec., pp. 686-691.

Rastrup, E., 1954, “Heat of Hydration in Concrete,” Magazine of Concrete Research, V. 6, No. 17, Sept., pp. 79-92. doi: 10.1680/macr.1954.6.17.79

Reinhardt, H. W.; Große, C. U.; and Herb, A. T., 2000, “Ultrasonic Monitoring of Setting and Hardening of Cement Mortar—A New Device,” Materials and Structures, V. 33, No. 9, Nov., pp. 581-583. doi: 10.1007/BF02480539

Sant, G.; Dehadrai, M.; Bentz, D.; Lura, P.; Ferraris, C. F.; Bullard, J. W.; and Weiss, J., 2009, “Detecting the Fluid-to-Solid Transition in Cement Pastes,” Concrete International, V. 31, No. 6, June, pp. 53-58.

Scrivener, K.; Ouzia, A.; Juilland, P.; and Kunhi Mohamed, A., 2019, “Advances in Understanding Cement Hydration Mechanisms,” Cement and Concrete Research, V. 124, Oct., Article No. 105823. doi: 10.1016/j.cemconres.2019.105823

Sellevold, E. J., and Bjøntegaard, Ø., 2006, “Coefficient of Thermal Expansion of Cement Paste and Concrete: Mechanisms of Moisture Interaction,” Materials and Structures, V. 39, No. 9, Nov., pp. 809-815. doi: 10.1617/s11527-006-9086-z

Shen, D.; Wang, W.; Liu, J.; Zhao, X.; and Jiang, G., 2018, “Influence of Barchip Fiber on Early-Age Cracking Potential of High Performance Concrete under Restrained Condition,” Construction and Building Materials, V. 187, Oct., pp. 118-130. doi: 10.1016/j.conbuildmat.2018.07.121

Sleiman, H.; Perrot, A.; and Amziane, S., 2010, “A New Look at the Measurement of Cementitious Paste Setting by Vicat Test,” Cement and Concrete Research, V. 40, No. 5, May, pp. 681-686. doi: 10.1016/j.cemconres.2009.12.001

Struble, L. J., and Lei, W.-G., 1995, “Rheological Changes Associated with Setting of Cement Paste,” Advanced Cement Based Materials, V. 2, No. 6, Nov., pp. 224-230. doi: 10.1016/1065-7355(95)90041-1

Tenório Filho, J. R.; de Araújo, M. A. P. G.; Snoeck, D.; and De Belie, N., 2019, “Discussing Different Approaches for the Time-Zero as Start for Autogenous Shrinkage in Cement Pastes Containing Superabsorbent Polymers,” Materials, V. 12, No. 18, Sept., Article No. 2962.

Trtnik, G.; Turk, G.; Kavčič, F.; and Bokan Bosiljkov, V., 2008, “Possibilities of Using the Ultrasonic Wave Transmission Method to Estimate Initial Setting Time of Cement Paste,” Cement and Concrete Research, V. 38, No. 11, Nov., pp. 1336-1342. doi: 10.1016/j.cemconres.2008.08.003

Wei, Y., and Hansen, W., 2013, “Early-Age Strain–Stress Relationship and Cracking Behavior of Slag Cement Mixtures Subject to Constant Uniaxial Restraint,” Construction and Building Materials, V. 49, Dec., pp. 635-642. doi: 10.1016/j.conbuildmat.2013.08.061

Wyrzykowski, M.; Hu, Z.; Ghourchian, S.; Scrivener, K.; and Lura, P., 2017, “Corrugated Tube Protocol for Autogenous Shrinkage Measurements: Review and Statistical Assessment,” Materials and Structures, V. 50, No. 1, Feb., Article No. 57. doi: 10.1617/s11527-016-0933-2

Zhutovsky, S., and Kovler, K., 2017, “Application of Ultrasonic Pulse Velocity for Assessment of Thermal Expansion Coefficient of Concrete at Early Age,” Materials and Structures, V. 50, No. 1, Feb., Article No. 5. doi: 10.1617/s11527-016-0866-9