A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China
Abstract
:1. Introduction
2. Material Properties of SRS
2.1. Using Soda Residue as Engineering Foundation Soil
2.2. Corrosive Property of SRS for RC Structure
2.3. Soil Type of SRS
3. Literature Review Exploring the Influence of Saline-Soil Corrosive Environments on RC Structure Durability
3.1. Deterioration of RC Structures in Saline Soil Corrosive Environments
3.2. Advances in the Durability of RC Structures in Saline-Soil Corrosive Environments
3.3. Measures to Improve the Durability of RC Structures in Saline Soil Environments
4. Results and Discussion of Durability Issues of RC Structures in Coastal SRS Environments
- (1)
- The transport mechanism and prediction model of corrosive ions dominated by Cl− in SRS and RC structures require in-depth investigation.
- (2)
- The deterioration mechanism of RC materials in coastal SRS environments needs to be further examined.
- (3)
- The long-term performance reduction process of RC components in coastal SRS corrosion environments requires elaboration.
- (4)
- A durability design theory for RC structures needs to be established, considering the effect of the intrusion of multiple corrosive ions into concrete.
- (5)
- Effective enhancement measures should be proposed to improve the durability of RC structures in coastal SRS corrosive environments.
5. Conclusions and Future Works
- (1)
- The soda residue used as an engineering foundation soil can be classified as coastal excessive-chlorine saline soil, based on its soil properties. The internal pore structure for SRS is well-developed and its moisture content is very high compared to that of general soil. The soluble Cl− content within the pore solution of SRS is almost 2–3 times higher than that of the marine environment. RC structures built on SRS are subjected to rapid invasion by high concentrations of Cl− ions, which induces accelerated rebar corrosion and shortens the durability service life of such structures.
- (2)
- According to our review of the advances in the durability of RC structures in saline soil environments in China, the importance and urgency of durability issues are further demonstrated. A number of useful methods, technical approaches, significant achievements and improvement measures reported in the literature can help us to provide vital support for further exploration of the durability of RC structures in coastal SRS environments.
- (3)
- In view of the threat to RC structures caused by coastal SRS in China, the durability of such structures should be urgently investigated. Investigations can be divided into three aspects, namely, materials, components and structures, covering the transport mechanisms and prediction models of corrosive ions dominated by Cl− in RC, the deterioration mechanisms of RC materials, long-term performance evaluations of RC components, durability design theory for RC structures considering the effect of the intrusion of multiple corrosive ions into concrete, and enhancement measures which are needed to improve the durability of such structures. These are clear research directions for the development of a basic theory of RC structure durability in coastal SRS environments.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Measurements | Moisture Content (%) | pH Value | Cl− (%, mg/kg) | SO42− (%, mg/kg) | Mg2+ (%, mg/kg) |
---|---|---|---|---|---|
Maximum value | 160 | 11.28 | 88,233.08 | 2012.16 | 10.06 |
Minimum value | 149 | 7.720 | 79,178.37 | 1730.45 | 7.240 |
Average value | 155 | 9.500 | 83,565.37 | 1883.39 | 8.610 |
Type of Saline Soil | Chlorine Saline Soil | Chlorite Saline Soil | Sulfite Saline Soil | Sulfate Saline Soil |
---|---|---|---|---|
mC-S | >2.0 | 1.0~2.0 | 0.3~1.0 | <0.3 |
Type of Saline Soil | Average Salt Content of Saline Soil Layer (%, as a Percentage of Soil Mass) | |||
---|---|---|---|---|
Chlorine Saline Soil | Chlorite Saline Soil | Sulfite Saline Soil | Sulfate Saline Soil | |
Weak saline soil | 0.3~1.5 | 0.3~1.0 | 0.3~0.8 | 0.3~0.5 |
Middle saline soil | 1.5~5.0 | 1.0~4.0 | 0.8~2.0 | 0.5~1.5 |
Strong saline soil | 5.0~8.0 | 4.0~7.0 | 2.0~5.0 | 1.5~4.0 |
Exceed saline soil | >8.0 | >7.0 | >5.0 | >4.0 |
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Wu, L.; Xiang, Z.; Jiang, H.; Liu, M.; Ju, X.; Zhang, W. A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China. J. Mar. Sci. Eng. 2022, 10, 1740. https://doi.org/10.3390/jmse10111740
Wu L, Xiang Z, Jiang H, Liu M, Ju X, Zhang W. A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China. Journal of Marine Science and Engineering. 2022; 10(11):1740. https://doi.org/10.3390/jmse10111740
Chicago/Turabian StyleWu, Linjian, Zhouyu Xiang, Han Jiang, Mingwei Liu, Xueli Ju, and Wenxiao Zhang. 2022. "A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China" Journal of Marine Science and Engineering 10, no. 11: 1740. https://doi.org/10.3390/jmse10111740
APA StyleWu, L., Xiang, Z., Jiang, H., Liu, M., Ju, X., & Zhang, W. (2022). A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China. Journal of Marine Science and Engineering, 10(11), 1740. https://doi.org/10.3390/jmse10111740