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 ORCID:

Dongming YAN

https://doi.ORCID:orcid.org/0000-0003-2522-3342

Yilu QIU

https://doi.orcid.org/0009-0007-8304-949X

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Journal of Zhejiang University SCIENCE A 2025 Vol.26 No.3 P.194-211

http://doi.org/10.1631/jzus.A2400020


Evolution of waterproof performance, mechanical properties, and microstructure in hydrophobically-modified geopolymer concrete during dry-wet cycles


Author(s):  Dongming YAN, Yilu QIU, Rongfeng GAO, Shikun CHEN, Yi LIU, Shengqian RUAN

Affiliation(s):  College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; more

Corresponding email(s):   shengqian_ruan@zju.edu.cn

Key Words:  Geopolymer concrete, Hydrophobic modification, Waterproof performance, Mechanical property, Microstructure analysis


Dongming YAN, Yilu QIU, Rongfeng GAO, Shikun CHEN, Yi LIU, Shengqian RUAN. Evolution of waterproof performance, mechanical properties, and microstructure in hydrophobically-modified geopolymer concrete during dry-wet cycles[J]. Journal of Zhejiang University Science A, 2025, 26(3): 194-211.

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author="Dongming YAN, Yilu QIU, Rongfeng GAO, Shikun CHEN, Yi LIU, Shengqian RUAN",
journal="Journal of Zhejiang University Science A",
volume="26",
number="3",
pages="194-211",
year="2025",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2400020"
}

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%T Evolution of waterproof performance, mechanical properties, and microstructure in hydrophobically-modified geopolymer concrete during dry-wet cycles
%A Dongming YAN
%A Yilu QIU
%A Rongfeng GAO
%A Shikun CHEN
%A Yi LIU
%A Shengqian RUAN
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%D 2025
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2400020

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A1 - Dongming YAN
A1 - Yilu QIU
A1 - Rongfeng GAO
A1 - Shikun CHEN
A1 - Yi LIU
A1 - Shengqian RUAN
J0 - Journal of Zhejiang University Science A
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%@ 1673-565X
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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A2400020


Abstract: 
The waterproof performance, mechanical properties, chemical composition, microstructure, and pore structure of hydrophobically-modified geopolymer concrete are investigated before and after dry-wet cycles, to determine the long-term feasibility of using hydrophobically-modified geopolymer concrete in wet environments. We use two types of organic modifying agents: polydimethylsiloxane (PDMS) and sodium methyl siliconate (SMS). The experimental results show that incorporating 2%–6% PDMS or 5%–15% SMS can make the concrete hydrophobic, with water absorption and chloride transport rates decreasing by up to 94.3%. We also analyze the bonding modes of organic molecules and geopolymer gels, as well as their evolution mechanisms during dry-wet cycles. PDMS-modified geopolymer concrete is found to exhibit long-term waterproof performance that is not weakened by dry-wet cycles. This is attributed to the robust combination of organic components and the geopolymer gel skeleton formed through phase cross-linking. Meanwhile, PDMS-modified geopolymer concrete’s hydrophobicity, strength, and microstructure are essentially unaffected. In contrast, SMS-modified geopolymer concrete shows higher water sensitivity, although it does maintain efficient waterproof performance. Due to relatively low binding energy, the dry-wet cycles may lead to the detachment of some SMS molecules from the gel network, which results in a decrease of 18.6% in compressive strength and an increase of 37.6% in total porosity. This work confirms the utility of hydrophobically-modified geopolymer concrete as a building material for long-term service in wet environments, for instance, areas with frequent precipitation, or splash and tidal zones.

疏水改性地聚物混凝土防水性能、机械特性和微观结构在干湿循环过程中的变化

作者:闫东明1,裘逸露1,高荣峰1,陈士堃1,刘毅2,阮圣倩1
机构:1浙江大学,建筑工程学院,中国杭州,310058;2浙江大学,材料科学学院,中国杭州,310058
目的:混凝土结构在水工环境中易受水分侵蚀破坏。本文旨在研究疏水改性地聚物混凝土在干湿循环前后,其防水性能、机械性能、化学成分、微观形貌和孔隙结构的变化,以验证其在潮湿环境中长期应用的可行性。
创新点:1.通过比较多次干湿循环实验前后疏水地聚物防水性能和机械性能等的变化,验证疏水改性混凝土疏水性能的长效性。2.深入分析两种疏水地聚物混凝土长效疏水的内在机理。3.评估疏水改性地聚物混凝土作为建筑材料在潮湿环境中长期使用的可行性。
方法:1.通过使用两种有机改性剂,即聚二甲基硅氧烷(PDMS)或甲基硅酸钠(SMS),成功制备疏水地聚物混凝土。2.通过对比疏水混凝土在干湿循环试验前后的性能变化,验证两种疏水混凝土的长效防水性能。3.对比研究结合压汞法(MIP)、扫描电子显微镜(SEM)和红外吸收光谱仪(FTIR)等微观实验,进一步分析有机分子和地聚物凝胶的结合模式及其在干湿循环过程中的演变机制。
结论:1.疏水地聚物混凝土的吸水率和氯离子迁移率显著降低,吸水速率降幅最高达94.3%;2. PDMS改性混凝土的长期防水性能不会因干湿循环而减弱,有机分子与地聚物凝胶骨架的紧密交联使改性混凝土的疏水性、强度和微观结构等都基本不受影响;3.SMS改性地聚物混凝土在干湿循环过程中也能保持较好的防水性能,但部分SMS分子会与水分子联结形成氢键,并随水溶液离开凝胶网络,从而造成改性混凝土防水能力和抗压强度下降。

关键词:混凝土;疏水改性;防水性能;机械性能;微观结构

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AmranM, Al-FakihA, ChuSH, et al., 2021. Long-term durability properties of geopolymer concrete: an in-depth review. Case Studies in Construction Materials, 15:e00661. https://doi.doi.org/10.1016/j.cscm.2021.e00661

[2]ArtigasA, MonsalveA, SiposK, et al., 2015. Development of accelerated wet–dry cycle corrosion test in marine environment for weathering steels. Corrosion Engineering, Science and Technology, 50(8):628-632. https://doi.doi.org/10.1179/1743278215Y.0000000007

[3]BabaeeM, CastelA, 2018. Water vapor sorption isotherms, pore structure, and moisture transport characteristics of alkali-activated and Portland cement-based binders. Cement and Concrete Research, 113:99-120. https://doi.doi.org/10.1016/j.cemconres.2018.07.006

[4]BakharevT, 2005. Resistance of geopolymer materials to acid attack. Cement and Concrete Research, 35(4):658-670. https://doi.doi.org/10.1016/j.cemconres.2004.06.005

[5]BanićD, GrandićD, BjegovićD, et al., 2005. Bond characteristics of corroding reinforcement in concrete beams. Application of Codes, Design and Regulations: Proceedings of the International Conference Held at the University of Dundee, p.203-210. https://doi.doi.org/10.1680/aocdar.34037.0022

[6]Baroghel-BounyV, BelinP, MaultzschM, et al., 2007. AgNO3 spray tests: advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: non-steady-state diffusion tests and exposure to natural conditions. Materials and Structures, 40(8):759-781. https://doi.doi.org/10.1617/s11527-007-9233-1

[7]ChandlerD, 2002. Hydrophobicity: two faces of water. Nature, 417(6888):491. https://doi.doi.org/10.1038/417491a

[8]ChenSK, RuanSQ, ZengQ, et al., 2022. Pore structure of geopolymer materials and its correlations to engineering properties: a review. Construction and Building Materials, 328:127064. https://doi.doi.org/10.1016/j.conbuildmat.2022.127064

[9]DavidovitsJ, 1989. Geopolymers and geopolymeric materials. Journal of Thermal Analysis, 35(2):429-441. https://doi.doi.org/10.1007/BF01904446

[10]DuxsonP, Fernández-JiménezA, ProvisJL, et al., 2007. Geopolymer technology: the current state of the art. Journal of Materials Science, 42(9):2917-2933. https://doi.doi.org/10.1007/s10853-006-0637-z

[11]FletcherRA, MackenzieKJD, NicholsonCL, et al., 2005. The composition range of aluminosilicate geopolymers. Journal of the European Ceramic Society, 25(9):1471-1477. https://doi.doi.org/10.1016/j.jeurceramsoc.2004.06.001

[12]FuQ, XuWR, ZhaoX, et al., 2021. The microstructure and durability of fly ash-based geopolymer concrete: a review. Ceramics International, 47(21):29550-29566. https://doi.doi.org/10.1016/j.ceramint.2021.07.190

[13]GuoXL, ShiHS, DickWA, 2010. Compressive strength and microstructural characteristics of class C fly ash geopolymer. Cement and Concrete Composites, 32(2):142-147. https://doi.doi.org/10.1016/j.cemconcomp.2009.11.003

[14]HallC, 1989. Water sorptivity of mortars and concretes: a review. Magazine of Concrete Research, 41(147):51-61. https://doi.doi.org/10.1680/macr.1989.41.147.51

[15]HomanL, AbabnehAN, XiYP, 2016. The effect of moisture transport on chloride penetration in concrete. Construction and Building Materials, 125:1189-1195. https://doi.doi.org/10.1016/j.conbuildmat.2016.08.124

[16]IsraelachviliJN, 1974. The nature of van der Waals forces. Contemporary Physics, 15(2):159-178. https://doi.doi.org/10.1080/00107517408210785

[17]JinHS, LiuJ, ZhongDJ, et al., 2023. Experimental study on chloride ion diffusion behavior and microstructure in concrete under alternating ambient humidity conditions. Construction and Building Materials, 401:132886. https://doi.doi.org/10.1016/j.conbuildmat.2023.132886

[18]KangX, LiY, MaXY, et al., 2022. Fabrication and characterization of high performance superhydrophobic organosilane-coated fly ash composites with novel micro–nano-hierarchy roughness. Journal of Materials Science, 57(29):13914-13927. https://doi.doi.org/10.1007/s10853-022-07473-5

[19]KhaleD, ChaudharyR, 2007. Mechanism of geopolymerization and factors influencing its development: a review. Journal of Materials Science, 42(3):729-746. https://doi.doi.org/10.1007/s10853-006-0401-4

[20]KouSC, PoonCS, 2013. Long-term mechanical and durability properties of recycled aggregate concrete prepared with the incorporation of fly ash. Cement and Concrete Composites, 37:12-19. https://doi.doi.org/10.1016/j.cemconcomp.2012.12.011

[21]LawDW, AdamAA, MolyneauxTK, et al., 2015. Long term durability properties of class F fly ash geopolymer concrete. Materials and Structures, 48(3):721-731. https://doi.doi.org/10.1617/s11527-014-0268-9

[22]LiXD, WangQ, LeiLL, et al., 2021. Amphiphobic concrete with good oil stain resistance and anti-corrosion properties used in marine environment. Construction and Building Materials, 299:123945. https://doi.doi.org/10.1016/j.conbuildmat.2021.123945

[23]LiuHW, LiuC, BaiGL, et al., 2020. Study on the effect of chloride ion ingress on the pore structure of the attached mortar of recycled concrete coarse aggregate. Construction and Building Materials, 263:120123. https://doi.doi.org/10.1016/j.conbuildmat.2020.120123

[24]LuSY, WangMR, HePG, et al., 2023. Effect of sodium methyl-silicate on the performance and structure of geopolymer. Materials Letters, 350:134893. https://doi.doi.org/10.1016/j.matlet.2023.134893

[25]LvXS, QinY, LiangH, et al., 2022. Potassium methyl silicate (CH5SiO3Na) assisted activation and modification of alkali-activated-slag-based drying powder coating for protecting cement concrete. Construction and Building Materials, 326:126858. https://doi.doi.org/10.1016/j.conbuildmat.2022.126858

[26]MastaliM, KinnunenP, DalvandA, et al., 2018. Drying shrinkage in alkali-activated binders–a critical review. Construction and Building Materials, 190:533-550. https://doi.doi.org/10.1016/j.conbuildmat.2018.09.125

[27]MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China), 2010. Standard for Evaluation of Concrete Compressive Strength, GB/T 50107-2010. MOHURD, Beijing, China(in Chinese).

[28]MWRC (Ministry of Water Resources of the People’s Republic of China), 2020. Test Code for Hydraulic Concrete, SL/T 352-2020. MWRC, Beijing, China(in Chinese).

[29](Nordic Concrete Federation)NCF, 1999. Chloride Migration Coefficient from Non-Steady-State Migration Experiments, NT Build 492. NCF, Northern Europe.

[30]NeithalathN, SumanasooriyaMS, DeoO, 2010. Characterizing pore volume, sizes, and connectivity in pervious concretes for permeability prediction. Materials Characterization, 61(8):802-813. https://doi.doi.org/10.1016/j.matchar.2010.05.004

[31]ParbhooB, NagyO, 1988. Molecular dynamics in hydrogen bond forming environments. The role of hydrophilic-hydrophobic interactions in pyridine-water mixtures. Journal of Molecular Structure, 177:393-399. https://doi.doi.org/10.1016/0022-2860(88)80104-2

[32]PengH, YangYW, GeYP, et al., 2022. Metakaolin-based geopolymer features different pore structure characteristics from ordinary Portland cement paste: a mechanistic study. Journal of Materials in Civil Engineering, 34(12):4022321. https://doi.doi.org/10.1061/(ASCE)MT.1943-5533.0004485

[33]PradhanP, DwibedyS, PradhanM, et al., 2022. Durability characteristics of geopolymer concrete–progress and perspectives. Journal of Building Engineering, 59:105100. https://doi.doi.org/10.1016/j.jobe.2022.105100

[34]ProvisJL, van DeventerJSJ, 2009. Geopolymers: Structures, Processing, Properties and Industrial Applications. Woodhead, UK, p.464.

[35]ProvisJL, BernalSA, 2014. Geopolymers and related alkali-activated materials. Annual Review of Materials Research, 44(1):299-327. https://doi.doi.org/10.1146/annurev-matsci-070813-113515

[36]RuanSQ, ChenSK, ZhuXY, et al., 2021. Matrix wettability and mechanical properties of geopolymer cement-polydimethylsiloxane (PDMS) hybrids. Cement and Concrete Composites, 124:104268. https://doi.doi.org/10.1016/j.cemconcomp.2021.104268

[37]RuanSQ, YanDM, ChenSK, et al., 2022a. Process and mechanisms of multi-stage water sorptivity in hydrophobic geopolymers incorporating polydimethylsiloxane. Cement and Concrete Composites, 128:104460. https://doi.doi.org/10.1016/j.cemconcomp.2022.104460

[38]RuanSQ, ChenSK, LuJY, et al., 2022b. Waterproof geopolymer composites modified by hydrophobic particles and polydimethylsiloxane. Composites Part B: Engineering, 237:109865. https://doi.doi:10.1016/j.compositesb.2022.109865

[39]RuanSQ, ChenSK, LiuY, et al., 2023a. Early-age deformation of hydrophobized metakaolin-based geopolymers. Cement and Concrete Research, 169:107168. https://doi.doi.org/10.1016/j.cemconres.2023.107168

[40]RuanSQ, QiuYL, GaoRF, et al., 2023b. Effect of organosilicone on the reaction process of functionalized geopolymers. Journal of Building Engineering, 76:107348. https://doi.doi.org/10.1016/j.jobe.2023.107348

[41]RuanSQ, ChenSK, ZhangYJ, et al., 2023c. Molecular-level hybridized hydrophobic geopolymer ceramics for corrosion protection. Chemistry of Materials, 35(4):1735-1744. https://doi.doi.org/10.1021/acs.chemmater.2c03522

[42]SAC (Standardization Administration of the People’s Republic of China), 2020. Test Methods of Autoclaved Aerated Concrete, GB/T 11969-2020. SAC, Beijing, China(in Chinese).

[43]SheYS, ChenYX, LiLJ, et al., 2023. Understanding the generation and evolution of hydrophobicity of silane modified fly ash/slag based geopolymers. Cement and Concrete Composites, 142:105206. https://doi.doi.org/10.1016/j.cemconcomp.2023.105206

[44]SunDW, WangYL, MaWX, et al., 2021. C–S–H gel structure and water molecules behaviors under different chemical environments in a range of temperatures. Materials Today Communications, 26:101866. https://doi.doi.org/10.1016/j.mtcomm.2020.101866

[45]TangDS, YangCH, ShenC, et al., 2023. Preparing hydrophobic alkali-activated slag mortar with lotus-leaf-like microstructure by adding polydimethylsiloxane (PDMS). Construction and Building Materials, 409:134148. https://doi.doi.org/10.1016/j.conbuildmat.2023.134148

[46]TianZN, ZhangZQ, TangXM, et al., 2023. Understanding the effect of moisture on interfacial behaviors of geopolymer-aggregate interaction at molecular level. Construction and Building Materials, 385:131404. https://doi.doi.org/10.1016/j.conbuildmat.2023.131404

[47]TomarAS, GuptaR, BijanuA, et al., 2023. TiO2-geopolymer based novel corrosion protective micro-coatings to emaciate mild steel oxidation in severe environments. Construction and Building Materials, 395:132252. https://doi.doi.org/10.1016/j.conbuildmat.2023.132252

[48]Villagrán ZaccardiYA, AldereteNM, de BelieN, 2017. Improved model for capillary absorption in cementitious materials: progress over the fourth root of time. Cement and Concrete Research, 100:153-165. https://doi.doi.org/10.1016/j.cemconres.2017.07.003

[49]WangFJ, LeiS, OuJF, et al., 2020. Effect of PDMS on the waterproofing performance and corrosion resistance of cement mortar. Applied Surface Science, 507:145016. https://doi.doi.org/10.1016/j.apsusc.2019.145016

[50]WangY, UedaT, GongFY, et al., 2019. Meso-scale mechanical deterioration of mortar due to sodium chloride attack. Cement and Concrete Composites, 96:163-173. https://doi.doi.org/10.1016/j.cemconcomp.2018.11.021

[51]WasimM, NgoTD, LawD, 2021. A state-of-the-art review on the durability of geopolymer concrete for sustainable structures and infrastructure. Construction and Building Materials, 291:123381. https://doi.doi.org/10.1016/j.conbuildmat.2021.123381

[52]WitkowskiH, KoniorczykM, 2018. New sampling method to improve the reliability of FTIR analysis for self-compacting concrete. Construction and Building Materials, 172:196-203. https://doi.doi.org/10.1016/j.conbuildmat.2018.03.216

[53]WuYG, LuBW, BaiT, et al., 2019. Geopolymer, green alkali activated cementitious material: synthesis, applications and challenges. Construction and Building Materials, 224:930-949. https://doi.doi.org/10.1016/j.conbuildmat.2019.07.112

[54]XieJH, WeiMW, HuangPY, et al., 2019. Fatigue behavior of the basalt fiber-reinforced polymer/concrete interface under wet-dry cycling in a marine environment. Construction and Building Materials, 228:117065. https://doi.doi.org/10.1016/j.conbuildmat.2019.117065

[55]XueX, LiuYL, DaiJG, et al., 2018. Inhibiting efflorescence formation on fly ash-based geopolymer via silane surface modification. Cement and Concrete Composites, 94:43-52. https://doi.doi.org/10.1016/j.cemconcomp.2018.08.013

[56]YangJX, SheW, ZuoWQ, et al., 2021. Rational application of nano-SiO2 in cement paste incorporated with silane: counterbalancing and synergistic effects. Cement and Concrete Composites, 118:103959. https://doi.doi.org/10.1016/j.cemconcomp.2021.103959

[57]ZhangDR, ZhuHJ, WuQS, et al., 2023. Investigation of the hydrophobicity and microstructure of fly ash-slag geopolymer modified by polydimethylsiloxane. Construction and Building Materials, 369:130540. https://doi.doi.org/10.1016/j.conbuildmat.2023.130540

[58]ZhangM, XuHY, Phalé ZezeAL, et al., 2022. Coating performance, durability and anti-corrosion mechanism of organic modified geopolymer composite for marine concrete protection. Cement and Concrete Composites, 129:104495. https://doi.doi.org/10.1016/j.cemconcomp.2022.104495

[59]ZhangP, ZhengYX, WangKJ, et al., 2018. A review on properties of fresh and hardened geopolymer mortar. Composites Part B: Engineering, 152:79-95. https://doi.doi.org/10.1016/j.compositesb.2018.06.031

[60]ZhangZH, ProvisJL, MaX, et al., 2018. Efflorescence and subflorescence induced microstructural and mechanical evolution in fly ash-based geopolymers. Cement and Concrete Composites, 92:165-177. https://doi.doi.org/10.1016/j.cemconcomp.2018.06.010

[61]ZhongWL, FanLF, ZhangYH, 2022a. Experimental research on the dynamic compressive properties of lightweight slag based geopolymer. Ceramics International, 48(14):20426-20437. https://doi.doi.org/10.1016/j.ceramint.2022.03.328

[62]ZhongWL, ZhangYH, FanLF, et al., 2022b. Effect of PDMS content on waterproofing and mechanical properties of geopolymer composites. Ceramics International, 48(18):26248-26257. https://doi.doi.org/10.1016/j.ceramint.2022.05.306

[63]ZhongWL, QiuB, ZhangYH, et al., 2023. Mesoscopic damage characteristics of hydrophobicity-modified geopolymer composites under freezing-thawing cycles based on CT scanning. Composite Structures, 326:117637. https://doi.doi.org/10.1016/j.compstruct.2023.117637

[64]ZhuC, LiuXG, LiuC, et al., 2022. Study on the chloride ion transport mechanism of recycled mixed aggregate concrete based on evolution characteristics of pore structure. Construction and Building Materials, 353:129101. https://doi.doi.org/10.1016/j.conbuildmat.2022.129101

[65]ZhuZD, HuoWW, SunH, et al., 2023. Correlations between unconfined compressive strength, sorptivity and pore structures for geopolymer based on SEM and MIP measurements. Journal of Building Engineering, 67:106011. https://doi.doi.org/10.1016/j.jobe.2023.106011

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