Abstract
The brine-freeze-thaw durability (defined as the durability under freeze-thaw cycles in Qinghai salt lake brine) of concrete (ordinary Portland cement concrete (OPC), high performance concrete (HPC-a), high performance concrete with steel fiber (HPC-b), and high performance concrete with high Young’s modulus polyethylene fiber (HPC-c)) was systematically investigated by the relative dynamic elastic modulus, the relative mass, the appearance, the scanning electron microscopy, and the X-ray diffraction. In addition, the low-temperature physical and chemical corrosion mechanism and a crack density model after the modified relative dynamic elastic modulus being taken into consideration were proposed. The results show that the deterioration of OPC is the severest, followed by HPC-a, HPC-c and HPC-b. The admixture or the fiber is mixed into concrete, which can improve the brine-freeze-thaw durability of concrete. The critical mass growth of the failure of concrete is 3.7%. The cause of the deterioration of concrete under the brine-freeze-thaw cycles is physical and chemical corrosion, not freezing and thawing. The crack density model can effectively describe the deterioration evolution of concrete.
Similar content being viewed by others
References
Santamaría A, Orbe A, San José JT, et al. A Study on the Durability of Structural Concrete Incorporating Electric Steelmaking Slags[J]. Constr. Build. Mater., 2018, 161: 94–111
Tumidajski PJ, Chan GW. Durability of High Performance Concrete in Magnesium Brine[J]. Cem. Concr. Res., 1996, 26(4): 557–565
Mehta PK. Concrete Durability-Fifty Years Progress[R]. Progress of 2nd International Conference on Concrete Durability, Montreal, 1991
SU Al-Dulaijan, Maslehuddin M, Al-Zahrani MM, et al. Sulfate Resistance of Plain and Blended Cements Exposed to Varying Concentrations of Sodium Sulfate[J]. Cem. Concr. Compos., 2003, 25(4–5): 429–437
Bassuoni MT, Nehdi ML. Durability of Self-consolidating Concrete to Sulfate Attack under Combined Cyclic Environments and Flexural Loading [J]. Cem. Concr. Res., 2009, 39(3): 206–226
Siad H, Lachemi M, Bernard SK, et al. Assessment of the Long-term Performance of SCC Incorporating Different Mineral Admixtures in a Magnesium Sulphate Environment[J]. Constr. Build. Mater., 2015, 80: 141–154
Liu MH, Wang YF. Damage Constitutive Model of Fly Ash Concrete under Freeze-thaw Cycles[J]. J. Mater. Civil Eng., 2012, 24(9): 1 165–1 174
Zhou ZD, Qiao PZ. Durability of Ultra-high Performance Concrete in Tension under Cold Weather Conditions[J]. Cem. Concr. Compos., 2018, 94: 94–106
Freeman RB, Carrasquillo RL. Influence of the Method of Fly Ash Incorporation on the Sulfate Resistance of Fly Ash Concrete[J]. Cem. Concr. Compos., 1991, 13 (3): 209–217
Nie LX, Xu JY, Bai EL. Dynamic Stress-Strain Relationship of Concrete Subjected to Chloride and Sulfate Attack[J]. Constr. Build. Mater., 2018, 165: 232–240
Najjar MF, Nehdi ML, Soliman AM, et al. Damage Mechanisms of Two-stage Concrete Exposed to Chemical and Physical Sulfate Attack[J]. Constr. Build. Mater., 2017, 137: 141–152
Yu C, Sun W, Scrivener K. Degradation Mechanism of Slag Blended Mortars Immersed in Sodium Sulfate Solution[J]. Cem. Concr. Res., 2017, 72: 37–47
Ma HY, Gong W, Yu HF, et al. Durability of Concrete Subjected to Dry-wet Cycles in Various Types of Salt Lake Brines[J]. Constr. Build. Mater., 2018, 193: 286–294
Gollop RS, Taylor HFW. Microstructural and Microanalytical Studies of Sulfate Attack. I. Ordinary Portland Cement Paste [J]. Cem. Concr. Res., 1992, 22(6): 1 027–1 038
Girardi F, Vaona W, Di Maggio R. Resistance of Different Types of Concretes to Cyclic Sulfuric Acid and Sodium Sulfate Attack[J]. Cem. Concr. Compos., 2010, 32(8): 595–602
Al-Amoudi OSB, Rasheeduzzafar, Maslehuddin M, et al. Influence of Chloride Ions on Sulphate Deterioration in Plain and Blended Cements [J]. Mag. Concrete Res., 1994, 46(167): 113–123
Jiang L, Niu DT. Study of Deterioration of Concrete Exposed to Different Types of Sulfate Solutions under Drying-wetting Cycles[J]. Constr. Build. Mater., 2016, 117: 88–98
Valenza JJ, Scherer GW. A Review of Salt Scaling: I. Phenomenology[J]. Cem. Concr. Res., 2007, 37 (7): 1 007–1 021
Valenza JJ, Scherer GW. A Review of Salt Scaling: II. Mechanisms[J]. Cem. Concr. Res., 2007, 37(7): 1 022–1 034
Tan YS, Yu HF. Freeze-thaw Durability of Air-entrained Concrete Under Various Types of Salt Lake Brine Exposure[J]. Mag. Concrete Res., 2018, 70(18): 928–937
Santhanam M, Cohen MD, Olek J. Mechanism of Sulfate Attack: a Fresh Look Part 1: Summary of Experimental Results[J]. Cem. Concr. Res., 2002, 32(6): 915–921
Li QX, Cai LC, Fu YW, et al. Fracture Properties and Response Surface Methodology Model of Alkali-slag Concrete under Freeze-thaw Cycles[J]. Constr. Build. Mater., 2015, 93: 620–626
Liu F, You ZP, Yang X, et al. Macro-micro Degradation Process of Fly Ash Concrete under Alternation of Freeze-thaw Cycles Subjected to Sulfate and Carbonation[J]. Constr. Build. Mater., 2018, 181: 369–380
Miao CW, Mu R, Tian Q, et al. Effect of Sulfate Solution on the Frost Resistance of Concrete with and without Steel Fiber Reinforcement[J]. Cem. Concr. Res., 2002, 32(1): 31–34
Zhao YR, Wang L, Lei ZK, et al. Study on Bending Damage and Failure of Basalt Fiber Reinforced Concrete under Freeze-thaw Cycles[J]. Constr. Build. Mater., 2018, 163: 460–470
Yu HF. Study on High Performance Concrete in Salt Lake: Durability, Mechanism and Service Life Prediction[D]. Nanjing: Southeast University, 2004
ASTM. Standard Test Method for Slump of Hydraulic-cement Concrete[S]. ASTM C143/C143M-2012, 2012
ASTM. Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method[S].ASTM C173/C173M-2014, 2014
ASTM. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory[S]. ASTM C192/C192M-2014, 2014
ASTM. Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing[S]. ASTM C666/C666M-2015, 2015
Shang H, Yi T, Song Y. Behavior of Plain Concrete of a High Water-cement Ratio after Freeze-thaw Cycles[J]. Materials, 2012, 5(9): 1 698–1 707
Yu D, Guan B, He R, et al. Sulfate Attack of Portland Cement Concrete under Dynamic Flexural Loading: a Coupling Function[J]. Constr. Build. Mater., 2016, 115: 478–485
SBTS. Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete[S]. GB/T50082-2009, 2009
Yu HF, Sun W, Yan LH, et al. Freezing-thawing Durability of High Strength and High Performance Concrete Exposed to Salt Lakes[J]. J. Chin. Ceram. Soc., 2004, 32(7): 842–848
Mu R, Miao CW, Luo X, et al. Interaction between Loading, Freezethaw Cycles, and Chloride Salt Attack of Concrete with and without Steel Fiber Reinforcement[J]. Cem. Concr. Res., 2002, 32(7): 1 061–1 066
Tang SW, Yao Y, Andrade C, et al. Recent Durability Studies on Concrete Structure[J]. Cem. Concr. Res., 2015, 78: 143–154
Wu ZM, Shi CJ, Gao PW, et al. Effects of Deicing Salts on the Scaling Resistance of Concrete[J]. J. Mater. Civil Eng., 2015, 27(5): 1–11
Suzuki T, Shiotani T, Ohtsu M. Evaluation of Cracking Damage in Freeze-thawed Concrete using Acoustic Emission and X-ray CT Image[J]. Constr. Build. Mater., 2017, 136: 619–626
Onuaguluchi O, Banthia N. Long-term Sulfate Resistance of Cementitious Composites Containing Fine Crumb Rubber[J]. Cem. Concr. Compos., 2019, 104: 103 354
Shen DJ, Jiang JL, Shen JX, et al. Influence of Curing Temperature on Autogenous Shrinkage and Cracking Resistance of High-performance Concrete at an Early Age[J]. Constr. Build. Mater., 2016, 103: 67–76
Yu HF, Tan YS, Yang LM. Microstructural Evolution of Concrete under the Attack of Chemical, Salt Crystallization, and Bending Stress[J]. J. Mater. Civil Eng., 2017, 29(7): 04017041
Igarashi S, Kubo HR, Kawamura M. Long-term Volume Changes and Microcracks Formation in High Strength Mortars[J]. Cem. Concr. Res., 2000, 30 (6): 943–951
Wu DF, Wang NL, Yang ZP, et al. Comprehensive Evaluation of Coalfired Power Units using Grey Relational Analysis and a Hybrid Entropy-based Weighting Method[J]. Entropy, 2018, 20(4): 75–97
Liu F, Zhao SZ, Weng MC, et al. Fire Risk Assessment for Large-scale Commercial Buildings based on Structure Entropy Weight Method[J]. Safety Sci., 2017, 94: 26–40
Huang SZ, Ming B, Huang Q, et al. A Case Study on a Combination NDVI Forecasting Model based on the Entropy Weight Method[J]. Water Resour. Manag., 2017, 31 (11): 3 667–3 681
Karihaloo BL. Fracture Mechanics and Structural Concrete[M]. Essex: Longman Scientific and Technical, 1995
Mu R, Sun W, Miao CW, et al. Degradation of Concrete Subjected to Simultaneous Attack of Freeze-thaw and Sustained Flexural Load[C]. 1st International Conference on Microstructure Related Durability of Cementitious Composites, Nanjing, 2008
BSI. Structural Use of Concrete-part 2: Code of Practice for Special Circumstances[S]. BS 8110-2-1985, 1985
Chen ZY. High Strength Concrete and Applications[M]. Beijing: Tsinghua University Press, 1992
Choi JI, Lee BY, Ranade R, et al. Ultra-high-ductile Behavior of a Polyethylene Fiber-reinforced Alkali-activated Slag-based Composite[J]. Cem. Concr. Compos., 2016, 70: 153–158
Li AB, Xu SH, Wang YD. Effects of Frost-damage on Mechanical Performance of Concrete[J]. J. Wuhan Unive. Technol.-Mater. Sci. Ed., 2017, 32(1): 129–135
Author information
Authors and Affiliations
Corresponding author
Additional information
Funded by the National Natural Science Foundation of China (Nos. 11832013 and 51508272), and the National Program on Key Basic Research Project of China (973 Program) (No. 2015CB655102)
Rights and permissions
About this article
Cite this article
Gong, W., Yu, H., Ma, H. et al. Brine-freeze-thaw Durability and Crack Density Model of Concrete in Salt Lake Region. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 35, 561–570 (2020). https://doi.org/10.1007/s11595-020-2293-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11595-020-2293-6