Adhesion performance of alkali-activated material for 3-dimensional printing of tunnel linings at different temperatures

Yaxin TAO , Xiaodi DAI , Geert de SCHUTTER , Kim Van TITTELBOOM

Front. Struct. Civ. Eng. ›› 2024, Vol. 18 ›› Issue (1) : 66 -79.

PDF (4659KB)
Front. Struct. Civ. Eng. ›› 2024, Vol. 18 ›› Issue (1) : 66 -79. DOI: 10.1007/s11709-024-1067-1
RESEARCH ARTICLE

Adhesion performance of alkali-activated material for 3-dimensional printing of tunnel linings at different temperatures

Author information +
History +
PDF (4659KB)

Abstract

Robotic-based technologies such as automated spraying or extrusion-based 3-dimensional (3D) concrete printing can be used to build tunnel linings, aiming at reducing labor and mitigating the associated safety issues, especially in the high-geothermal environment. Extrusion-based 3D concrete printing (3DCP) has additional advantages over automated sprayings, such as improved surface quality and no rebound. However, the effect of different temperatures on the adhesion performance of 3D-printed materials for tunnel linings has not been investigated. This study developed several alkali-activated slag mixtures with different activator modulus ratios to avoid the excessive use of Portland cement and enhance sustainability of 3D printable materials. The thermal responses of the mixtures at different temperatures of 20 and 40 °C were studied. The adhesion strength of the alkali-activated material was evaluated for both early and later ages. Furthermore, the structural evolution of the material exposed to different temperatures was measured. This was followed by microstructure characterization. Results indicate that elevated temperatures accelerate material reactions, resulting in improved early-age adhesion performance. Moreover, higher temperatures contribute to the development of a denser microstructure and enhanced mechanical strength in the hardened stage, particularly in mixtures with higher silicate content.

Graphical abstract

Keywords

alkali-activated material / 3DCP / tunnel lining / high-geothermal environment / adhesion

Cite this article

Download citation ▾
Yaxin TAO, Xiaodi DAI, Geert de SCHUTTER, Kim Van TITTELBOOM. Adhesion performance of alkali-activated material for 3-dimensional printing of tunnel linings at different temperatures. Front. Struct. Civ. Eng., 2024, 18(1): 66-79 DOI:10.1007/s11709-024-1067-1

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Wang S, Jian Y, Lu X, Ruan L, Dong W, Feng K. Study on load distribution characteristics of secondary lining of shield under different construction time. Tunnelling and Underground Space Technology, 2019, 89: 25–37

[2]

Zhao Z, Xu H, Liu G, Liu F, Wang G. A robust numerical method for modeling ventilation through long tunnels in high temperature regions based on 1D pipe model. Tunnelling and Underground Space Technology, 2021, 115: 104050

[3]

Xia W, Cui S, Xu L, Shen L, Liu P, Woody Ju J. Study on the fracture performance for rock-concrete interface in the high geothermal tunnel environment. Construction & Building Materials, 2022, 347: 128568

[4]

Yuan Q, Peng M, Yao H, Zhang S, Li Y. The internal temperature field of shotcrete in high geothermal tunnel and its effect on microstructures and mechanical properties. Construction & Building Materials, 2022, 335: 127507

[5]

Lin M, Zhou P, Jiang Y, Zhou F, Lin J, Wang Z. Numerical investigation on comprehensive control system of cooling and heat insulation for high geothermal tunnel: A case study on the highway tunnel with the highest temperature in China. International Journal of Thermal Sciences, 2022, 173: 107385

[6]

Pan G, Li P, Chen L, Liu G. A study of the effect of rheological properties of fresh concrete on shotcrete-rebound based on different additive components. Construction & Building Materials, 2019, 224: 1069–1080

[7]

Su J, Bloodworth A. Interface parameters of composite sprayed concrete linings in soft ground with spray-applied waterproofing. Tunnelling and Underground Space Technology, 2016, 59: 170–182

[8]

Su Y, Wang Y, Wang C, Zhao Q, He Y, Zhou D, Zhou N. The influence of spatiotemporal radial road on the outdoor thermal environment. Urban Climate, 2022, 45: 101280

[9]

Heidarnezhad F, Zhang Q. Shotcrete based 3D concrete printing: State of art, challenges, and opportunities. Construction & Building Materials, 2022, 323: 126545

[10]

Lowke D, Talke D, Dressler I, Weger D, Gehlen C, Ostertag C, Rael R. Particle bed 3D printing by selective cement activation—Applications, material and process technology. Cement and Concrete Research, 2020, 134: 106077

[11]

Khoshnevis B. Automated construction by contour crafting—Related robotics and information technologies. Automation in Construction, 2004, 13(1): 5–19

[12]

Khoshnevis B, Hwang D, Yao K T, Yeh Z. Mega-scale fabrication by contour crafting. International Journal of Industrial and Systems Engineering, 2006, 1(3): 301–320

[13]

Mechtcherine V, van Tittelboom K, Kazemian A, Kreiger E, Nematollahi B, Nerella V N, Santhanam M, de Schutter G, van Zijl G, Lowke D, Ivaniuk E, Taubert M, Bos F. A roadmap for quality control of hardening and hardened printed concrete. Cement and Concrete Research, 2022, 157: 106800

[14]

Ma G, Buswell R, Leal da Silva W R, Wang L, Xu J, Jones S Z. Technology readiness: A global snapshot of 3D concrete printing and the frontiers for development. Cement and Concrete Research, 2022, 156: 106774

[15]

Tao Y, Lesage K, Van Tittelboom K, Yuan Y, De Schutter G. Influence of substrate surface roughness and moisture content on tensile adhesion performance of 3D printable concrete. Cement and Concrete Composites, 2022, 126: 104350

[16]

Tao Y, Lesage K, van Tittelboom K, Yuan Y, de Schutter G. Influence of aluminum sulfate on mobility and adhesion of hydroxyethyl methyl cellulose in cement-based materials for tunnel linings. Cement and Concrete Composites, 2022, 131: 104594

[17]

Tao Y, Vantyghem G, Lesage K, Yuan Y, Corte W D, Tittelboom K V, Schutter G D. Adhesion properties of printable polymer-modified concrete for rock tunnel linings. ACI Materials Journal, 2021, 118(6): 61–73

[18]

Mohan M K, Rahul A V, van Tittelboom K, de Schutter G. Rheological and pumping behaviour of 3D printable cementitious materials with varying aggregate content. Cement and Concrete Research, 2021, 139: 106258

[19]

Khan S A, Koç M, Al-Ghamdi S G. Sustainability assessment, potentials and challenges of 3D printed concrete structures: A systematic review for built environmental applications. Journal of Cleaner Production, 2021, 303: 127027

[20]

Abu-Ennab L, Dixit M K, Birgisson B, Pradeep Kumar P. Comparative life cycle assessment of large-scale 3D printing utilizing kaolinite-based calcium sulfoaluminate cement concrete and conventional construction. Cleaner Environmental Systems, 2022, 5: 100078

[21]

Mohan M K, Rahul A V, van Dam B, Zeidan T, de Schutter G, van Tittelboom K. Performance criteria, environmental impact and cost assessment for 3D printable concrete mixtures. Resources, Conservation and Recycling, 2022, 181: 106255

[22]

Skibsted J, Snellings R. Reactivity of supplementary cementitious materials (SCMs) in cement blends. Cement and Concrete Research, 2019, 124: 105799

[23]

Juenger M C G, Snellings R, Bernal S A. Supplementary cementitious materials: New sources, characterization, and performance insights. Cement and Concrete Research, 2019, 122: 257–273

[24]

Zhong H, Zhang M. 3D printing geopolymers: A review. Cement and Concrete Composites, 2022, 128: 104455

[25]

Voney V, Odaglia P, Brumaud C, Dillenburger B, Habert G. From casting to 3D printing geopolymers: A proof of concept. Cement and Concrete Research, 2021, 143: 106374

[26]

Panda B, Unluer C, Tan M J. Investigation of the rheology and strength of geopolymer mixtures for extrusion-based 3D printing. Cement and Concrete Composites, 2018, 94: 307–314

[27]

Panda B, Tan M J. Experimental study on mix proportion and fresh properties of fly ash based geopolymer for 3D concrete printing. Ceramics International, 2018, 44(9): 10258–10265

[28]

Panda B, Ruan S, Unluer C, Tan M J. Investigation of the properties of alkali-activated slag mixes involving the use of nanoclay and nucleation seeds for 3D printing. Composites. Part B, Engineering, 2020, 186: 107826

[29]

Muthukrishnan S, Ramakrishnan S, Sanjayan J. Effect of microwave heating on interlayer bonding and buildability of geopolymer 3D concrete printing. Construction & Building Materials, 2020, 265: 120786

[30]

Dai X, Aydin S, Yardimci M Y, de Schutter G. Early structural build-up, setting behavior, reaction kinetics and microstructure of sodium silicate-activated slag mixtures with different retarder chemicals. Cement and Concrete Research, 2022, 159: 106872

[31]

Dai X, Tao Y, van Tittelboom K, de Schutter G. Rheological and mechanical properties of 3D printable alkali-activated slag mixtures with addition of nano clay. Cement and Concrete Composites, 2023, 139: 104995

[32]

Tao Y, Ren Q, Vantyghem G, Lesage K, van Tittelboom K, Yuan Y, de Corte W, de Schutter G. Extending 3D concrete printing to hard rock tunnel linings: Adhesion of fresh cementitious materials for different surface inclinations. Automation in Construction, 2023, 149: 104787

[33]

Brumaud C, Baumann R, Schmitz M, Radler M, Roussel N. Cellulose ethers and yield stress of cement pastes. Cement and Concrete Research, 2014, 55: 14–21

[34]

EN1015-3. Methods of Test for Mortar for Masonry—Part 3: Determination of Consistence of Fresh Mortar (by flow table). Brussels: European Committee for Standardization, 2004

[35]

Jiao D, Lesage K, Yardimci M Y, El Cheikh K, Shi C, de Schutter G. Quantitative assessment of the influence of external magnetic field on clustering of nano-Fe3O4 particles in cementitious paste. Cement and Concrete Research, 2021, 142: 106345

[36]

Mostafa A M, Yahia A. New approach to assess build-up of cement-based suspensions. Cement and Concrete Research, 2016, 85: 174–182

[37]

Schultz M A, Struble L J. Use of oscillatory shear to study flow behavior of fresh cement paste. Cement and Concrete Research, 1993, 23(2): 273–282

[38]

Jiao D, de Schryver R, Shi C, de Schutter G. Thixotropic structural build-up of cement-based materials: A state-of-the-art review. Cement and Concrete Composites, 2021, 122: 104152

[39]

EN12390-5. Testing Hardened Concrete. Flexural Strength of Test Specimens. Brussels: European Committee for Standardization, 2019

[40]

EN12390-3. Testing Hardened Concrete-Part 3: Compressive Strength of Test Specimens. Brussels: European Committee for Standardization, 2019

[41]

EN1542. Products and Systems for the Protection and Repair of Concrete Structures—Test Methods—Measurement of Bond Strength by Pull-Off. Brussels: European Committee for Standardization, 1999

[42]

ASTMC596-01. Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement. West Conshohocken, PA: ASTM International, 2017

[43]

Alderete N, Villagrán Y, Mignon A, Snoeck D, de Belie N. Pore structure description of mortars containing ground granulated blast-furnace slag by mercury intrusion porosimetry and dynamic vapour sorption. Construction & Building Materials, 2017, 145: 157–165

[44]

Mohamed Abdelhaye Y O, Chaouche M, Chapuis J, Charlaix E, Hinch J, Roux S, van Damme H. Tackiness and cohesive failure of granular pastes: Mechanistic aspects. European Physical Journal E, 2012, 35(6): 45

[45]

Yi S T, Kim J K, Oh T K. Effect of strength and age on the stress–strain curves of concrete specimens. Cement and Concrete Research, 2003, 33(8): 1235–1244

[46]

Kaci A, Bouras R, Chaouche M P, Brossas H. Adhesive and rheological properties of mortar joints. Applied Rheology, 2009, 19: 51970

[47]

Yuan Q, Zhou D, Khayat K H, Feys D, Shi C. On the measurement of evolution of structural build-up of cement paste with time by static yield stress test vs. small amplitude oscillatory shear test. Cement and Concrete Research, 2017, 99: 183–189

[48]

Yuan Q, Lu X, Khayat K H, Feys D, Shi C. Small amplitude oscillatory shear technique to evaluate structural build-up of cement paste. Materials and Structures, 2017, 50(2): 112

[49]

Brough A R, Atkinson A. Sodium silicate-based, alkali-activated slag mortars: Part I. Strength, hydration and microstructure. Cement and Concrete Research, 2002, 32(6): 865–879

[50]

Song S, Jennings H M. Pore solution chemistry of alkali-activated ground granulated blast-furnace slag11. Cement and Concrete Research, 1999, 29(2): 159–170

[51]

Gebregziabiher B S, Thomas R, Peethamparan S. Very early-age reaction kinetics and microstructural development in alkali-activated slag. Cement and Concrete Composites, 2015, 55: 91–102

[52]

Dai X, Aydin S, Yardimci M Y, Lesage K, de Schutter G. Influence of water to binder ratio on the rheology and structural Build-up of Alkali-Activated Slag/Fly ash mixtures. Construction & Building Materials, 2020, 264: 120253

[53]

Kashani A, Provis J L, Qiao G G, van Deventer J S J. The interrelationship between surface chemistry and rheology in alkali activated slag paste. Construction & Building Materials, 2014, 65: 583–591

[54]

Dai X, Ren Q, Aydın S, Yardımcı M Y, Lesage K, de Schutter G. Enhancing thixotropy and structural build-up of alkali-activated slag/fly ash pastes with nano clay. Materials and Structures, 2021, 54(4): 163

[55]

Gao X, Yu Q L, Brouwers H J H. Reaction kinetics, gel character and strength of ambient temperature cured alkali activated slag–fly ash blends. Construction & Building Materials, 2015, 80: 105–115

[56]

Dai X, Aydın S, Yardımcı M Y, Lesage K, de Schutter G. Effects of activator properties and GGBFS/FA ratio on the structural build-up and rheology of AAC. Cement and Concrete Research, 2020, 138: 106253

[57]

Bakharev T, Sanjayan J G, Cheng Y B. Effect of elevated temperature curing on properties of alkali-activated slag concrete. Cement and Concrete Research, 1999, 29(10): 1619–1625

[58]

Dai X, Aydin S, Yardimci M Y, Sun Y, de Schutter G. Effect of temperature on the fresh and hardened state properties of alkali-activated slag/fly ash mixtures. Materials and Structures, 2023, 56(5): 107

[59]

Gebregziabiher B S, Thomas R J, Peethamparan S. Temperature and activator effect on early-age reaction kinetics of alkali-activated slag binders. Construction & Building Materials, 2016, 113: 783–793

[60]

Tang Y, Xu G, Lian J, Su H, Qu C. Effect of temperature and humidity on the adhesion strength and damage mechanism of shotcrete-surrounded rock. Construction & Building Materials, 2016, 124: 1109–1119

[61]

Aliabdo A A, Abd Elmoaty A E M, Emam M A. Factors affecting the mechanical properties of alkali activated ground granulated blast furnace slag concrete. Construction & Building Materials, 2019, 197: 339–355

[62]

Fang G, Ho W K, Tu W, Zhang M. Workability and mechanical properties of alkali-activated fly ash-slag concrete cured at ambient temperature. Construction & Building Materials, 2018, 172: 476–487

[63]

Aydın S, Baradan B. Effect of activator type and content on properties of alkali-activated slag mortars. Composites. Part B, Engineering, 2014, 57: 166–172

[64]

Ouyang X, Ma Y, Liu Z, Liang J, Ye G. Effect of the sodium silicate modulus and slag content on fresh and hardened properties of alkali-activated fly ash/slag. Minerals, 2019, 10(1): 15

[65]

Li N, Shi C, Zhang Z. Understanding the roles of activators towards setting and hardening control of alkali-activated slag cement. Composites. Part B, Engineering, 2019, 171: 34–45

[66]

Chindaprasirt P, Chareerat T, Sirivivatnanon V. Workability and strength of coarse high calcium fly ash geopolymer. Cement and Concrete Composites, 2007, 29(3): 224–229

[67]

Krizan D, Zivanovic B. Effects of dosage and modulus of water glass on early hydration of alkali–slag cements. Cement and Concrete Research, 2002, 32(8): 1181–1188

[68]

Thomas R J, Lezama D, Peethamparan S. On drying shrinkage in alkali-activated concrete: Improving dimensional stability by aging or heat-curing. Cement and Concrete Research, 2017, 91: 13–23

[69]

Aydın S, Baradan B. Mechanical and microstructural properties of heat cured alkali-activated slag mortars. Materials & Design, 2012, 35: 374–383

[70]

Fu Q, Bu M, Zhang Z, Xu W, Yuan Q, Niu D. Hydration characteristics and microstructure of alkali-activated slag concrete: A review. Engineering, 2023, 20: 162–179

[71]

Zhang Y, Wan X, Hou D, Zhao T, Cui Y. The effect of mechanical load on transport property and pore structure of alkali-activated slag concrete. Construction & Building Materials, 2018, 189: 397–408

[72]

Kong D L Y, Sanjayan J G. Effect of elevated temperatures on geopolymer paste, mortar and concrete. Cement and Concrete Research, 2010, 40(2): 334–339

[73]

Jiang H, Ren L, Zhang Q, Zheng J, Cui L. Strength and microstructural evolution of alkali-activated slag-based cemented paste backfill: Coupled effects of activator composition and temperature. Powder Technology, 2022, 401: 117322

[74]

Ju C, Liu Y, Jia M, Yu K, Yu Z, Yang Y. Effect of calcium oxide on mechanical properties and microstructure of alkali-activated slag composites at sub-zero temperature. Journal of Building Engineering, 2020, 32: 101561

[75]

Wei X, Li D, Ming F, Yang C, Chen L, Liu Y. Influence of low-temperature curing on the mechanical strength, hydration process, and microstructure of alkali-activated fly ash and ground granulated blast furnace slag mortar. Construction & Building Materials, 2021, 269: 121811

[76]

Gu Y, Fang Y, You D, Gong Y, Zhu C. Properties and microstructure of alkali-activated slag cement cured at below- and about-normal temperature. Construction & Building Materials, 2015, 79: 1–8

RIGHTS & PERMISSIONS

Higher Education Press

AI Summary AI Mindmap
PDF (4659KB)

1595

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/