A critical review of preparation design and workability measurement of concrete material for largescale 3D printing

Abstract

In recent few years, significant improvement has been made in developing largescale 3D printers to accommodate the need of industrial-scale 3D printing. It is of great feasibility to construct structural components and buildings by means of 3D concrete printing. The major issues of this innovative technique focus on the preparation and optimization of concrete materials which possess favourable printable properties as well as the measurement and evaluation methods of their workability. This paper firstly introduces three largescale 3D printing systems that have been successfully applied in construction industry. It then summarizes the commonly used raw materials in concrete manufacturing. Critical factors that should be particularly controlled in material preparation are specified. Easy-extrusive, easy-flowing, well-buildable, proper setting time and low shrinkage are significant for concrete mixture to meet the critical requirements of a freeform construction process. Thereafter, measuring methods that can be employed to assess the fresh and hardened properties of concrete at early stages are suggested. Finally, a few of evaluation methods are presented which may offer certain assistance for optimizing material preparation. The objective of this work is to review current design methodologies and experimental measurement and evaluation methods for 3D printable concrete materials and promote its responsible use with largescale 3D printing technology.

Keywords

3D printing / concrete material / printable property / workability measurement / construction automation

References

[1] Singh M, Haverinen H M, Dhagat P, Jabbour G E. Inkjet printing-process and its applications. Advanced Materials, 2010, 22(6): 673–685

[2] Labonnote N, Ronnquist A, Manum B, Rüther P. Additive construction: State-of-the-art, challenges and opportunities. Automation in Construction, 2016, 72: 347–366

[3] Khoshnevis B, Dutton R. Innovative rapid prototyping process makes large sized, smooth surfaced complex shapes in a wide variety of materials. Materials Technology, 1998, 13(2): 53–63

[4] Dini E. Design of D-shape printers, Monolite UK Ltd, 2007

[5] Kira. WinSun China builds world’s first 3D printed villa and tallest 3D printed apartment building. 3D printer and 3D printing news, 2015

[6] Rudenko A. 3D printed concrete castle is complete. 3D Concrete House Printer, 2015

[7] Massimo M. The clay and straw wall by the 3 meters. World Advanced Saving Project, 2016

[8] Gibbons G J, Williams R, Purnell P, Farahi E. 3D Printing of cement composites. Advances in Applied Ceramics, 2010, 109(5): 287–290

[9] Maier A K, Dezmirean L, Will J, Greil P. Three-dimensional printing of flash-setting calcium aluminate cement. Journal of Materials Science, 2011, 46(9): 2947–2954

[10] Xia M, Sanjayan J. Method of formulating geopolymer for 3D printing for construction applications. Materials & Design, 2016, 110: 382–390

[11] Khoshnevis B, Bukkapatnam S, Kwon H, Saito J. Experimental investigation of contour crafting using ceramics materials. Rapid Prototyping Journal, 2001, 7(1): 32–42

[12] Perrot A, Rangeard D, Pierre A. Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Materials and Structures, 2016, 49(4): 1213–1220

[13] Nerella V N, Krause M, Nather M. Studying printability of fresh concrete for formwork free concrete on-site 3D printing technology (CONPrint3D). In: Proceeding for 25th conference on rheology of building materials, Regensburg, Germany, 2016

[14] Lim S, Buswell R A, Le T T, Austin S A, Gibb A G F, Thorpe T. Developments in construction-scale additive manufacturing processes. Automation in Construction, 2012, 21: 262–268

[15] Feng P, Meng X, Chen J F, Ye L. Mechanical properties of structures 3D printed with cementitious powders. Construction & Building Materials, 2015, 93: 486–497

[16] Gosselin C, Duballet R, Roux P, Gaudillière N, Dirrenberger J, Morel P. Large-scale 3D printing of ultra-high performance concrete–a new processing route for architects and builders. Materials & Design, 2016, 100: 102–109

[17] Mazloom M, Ramezanianpour A A, Brooks J J. Effect of silica fume on mechanical properties of high-strength concrete. Cement and Concrete Composites, 2004, 26(4): 347–357

[18] Aqel M, Panesar D K. Hydration kinetics and compressive strength of steam-cured cement pastes and mortars containing limestone filler. Construction & Building Materials, 2016, 113: 359–368

[19] Brooks J J, Megat Johari M A, Mazloom M. Effect of admixtures on the setting times of high-strength concrete. Cement and Concrete Composites, 2000, 22(4): 293–301

[20] Bouzoubaâ N, Lachemi M. Self-compacting concrete incorporating high volumes of class F fly ash. Cement and Concrete Research, 2001, 31(3): 413–420

[21] Plank J, Winter C. Competitive adsorption between superplasticizer and retarder molecules on mineral binder surface. Cement and Concrete Research, 2008, 38(5): 599–605

[22] Agarwal S K, Masood I, Malhotra S K. Compatibility of superplasticizers with different cements. Construction & Building Materials, 2000, 14(5): 253–259

[23] Nkinamubanzi P C, Aitcin P C. Cement and superplasticizer combinations: compatibility and robustness. Cement, Concrete and Aggregates, 2004, 26(2): 1–8

[24] Lachemi M, Hossain K M A, Lambros V, Nkinamubanzi P C, Bouzoubaâ N. Performance of new viscosity modifying admixtures in enhancing the rheological properties of cement paste. Cement and Concrete Research, 2004, 34(2): 185–193

[25] Soroka I. The determination of setting time of portland cement by the vicat test. Cement and Concrete Research, 1984, 14(6): 884–886

[26] Valič M I. Hydration of cementitious materials by pulse echo USWR: Method, apparatus and application examples. Cement and Concrete Research, 2000, 30(10): 1633–1640

[27] Kamada T, Uchida S, Rokugo K. Nondestructive evaluation of setting and hardening of cement paste based on ultrasonic propagation characteristics. Journal of Advanced Concrete Technology, 2005, 3(3): 343–353

[28] Voigt T, Grosse C U, Sun Z, Shah S P, Reinhardt H W. Comparison of ultrasonic wave transmission and reflection measurements with P- and S-waves on early age mortar and concrete. Materials and Structures, 2005, 38(282): 729–738

[29] Sharma S, Mukherjee A. Monitoring freshly poured concrete using ultrasonic waves guided through reinforcing bars. Cement and Concrete Composites, 2015, 55: 337–347

[30] Sharma S, Mukherjee A. Ultrasonic guided waves for monitoring the setting process of concretes with varying workabilities. Construction & Building Materials, 2014, 72: 358–366

[31] Liu S, Zhu J, Seraj S, Cano R, Juenger M. Monitoring setting and hardening process of mortar and concrete using ultrasonic shear waves. Construction & Building Materials, 2014, 72: 248–255

[32] Rengier F, Mehndiratta A, von Tengg-Kobligk H, Zechmann C M, Unterhinninghofen R, Kauczor H U, Giesel F L. 3D printing based on imaging data: review of medical applications. International Journal of Computer Assisted Radiology and Surgery, 2010, 5(4): 335–341

[33] Kaye R, Goldstein T, Zeltsman D, Grande D A, Smith L P. Three dimensional printing: A review on the utility within medicine and otolaryngology. International Journal of Pediatric Otorhinolaryngology, 2016, 89: 145–148

[34] Khoshnevis B, Hwang D, Yao K T. Mega-scale fabrication by contour crafting. International Journal of Industrial and Systems Engineering, 2006, 1: 301–320

[35] Güneyisi E, Gesoglu M, Ozturan T. Properties of rubberized concretes containing silica fume. Cement and Concrete Research, 2004, 34(12): 2309–2317

[36] Lange F, Mortel H, Rudert V. Dense packing of cement pastes and resulting consequences on mortar properties. Cement and Concrete Research, 1997, 27(10): 1481–1488

[37] Felekoğlu B, Tosun K, Baradan B, Altun A, Uyulgan B. The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars. Cement and Concrete Research, 2006, 36(9): 1719–1726

[38] Sanchez F, Sobolev K. Nanotechnology in concrete – A review. Construction & Building Materials, 2010, 24(11): 2060–2071

[39] Siddique R. Utilization of silica fume in concrete: Review of hardened properties. Resources, Conservation and Recycling, 2011, 55(11): 923–932

[40] Zhang Z, Zhang B, Yan P. Comparative study of effect of raw and densified silica fume in the paste, mortar and concrete. Construction & Building Materials, 2016, 105: 82–93

[41] Zhang M, Tam C, Leow M. Effect of water-to-cementitious materials ratio and silica fume on the autogenous shrinkage of concrete. Cement and Concrete Research, 2003, 33(10): 1687–1694

[42] Jones M R, McCarthy A, Booth A P P G. Characteristics of the ultrafine component of fly ash. Fuel, 2006, 85(16): 2250–2259

[43] Güneyisi E. Fresh properties of self-compacting rubberized concrete incorporated with fly ash. Materials and Structures, 2010, 43(8): 1037–1048

[44] Pal S, Mukherjee A, Pathak S. Investigation of hydraulic activity of ground granulated blast furnace slag in concrete. Cement and Concrete Research, 2003, 33(9): 1481–1486

[45] Gürol G. Components for Economic Concrete, cement/water/fine and coarse aggregate/chemical and mineral admixtures. Journal of Design and Construction, 1999, 164: 66–74

[46] Turker P, Yesilkaya A, Yeginobalı A. The hydration process and microstructural development of limestone Portland cements. Cem Concr World, 2004, 48: 50–66

[47] Sobolev K, Gutierrez M F. How nanotechnology can change the concrete world. American Ceramic Society Bulletin, 2005, 84: 14–17

[48] Björnström J, Martinelli A, Matic A, Börjesson L, Panas I. Accelerating effects of colloidal nano-silica for beneficial calcium–silicate–hydrate formation in cement. Chemical Physics Letters, 2004, 392(1-3): 242–248

[49] Li H, Xiao H G, Yuan J, Ou J. Microstructure of cement mortar with nano-particles. Composites. Part B, Engineering, 2004, 35(2): 185–189

[50] Wongkornchaowalit N, Lertchirakarn V. Setting time and flowability of accelerated Portland cement mixed with polycarboxylate superplasticizer. Journal of Endodontics, 2011, 37(3): 387–389

[51] Zhang D F, Ju B Z, Zhang S F, He L, Yang J Z. The study on the dispersing mechanism of starch sulfonate as a water-reducing agent for cement. Carbohydrate Polymers, 2007, 70(4): 363–368

[52] El-Gamal S M A, Al Nowaiser F M, Al Baity A O. Effect of superplasticizers on the hydration kinetic and mechanical properties of Portland cement pastes. Journal of Advanced Research, 2012, 3(2): 119–124

[53] Chandra S, Bjornström J. Influence of cement and superplasticizers type and dosage on the fluidity of cement mortars—Part I. Cement and Concrete Research, 2002, 32(10): 1605–1611

[54] Zingg A, Winnefeld F, Holzer L, Pakusch J, Becker S, Figi R, Gauckler L. Interaction of polycarboxylate-based superplasticizers with cements containing different C3A amounts. Cement and Concrete Composites, 2009, 31(3): 153–162

[55] Gołaszewski J, Szwabowski J. Influence of superplasticizers on rheological behaviour of fresh cement mortars. Cement and Concrete Research, 2004, 34(2): 235–248

[56] Zhang M H, Sisomphon K, Ng T S, Sun D J. Effect of superplasticizers on workability retention and initial setting time of cement pastes. Construction & Building Materials, 2010, 24(9): 1700–1707

[57] Chandra S, Bjornstrom J. Influence of superplasticizer type and dosage on the slump loss of Portland cement mortars—Part II. Cement and Concrete Research, 2002, 32(10): 1613–1619

[58] Salvador R P, Cavalaro S H P, Segura I, Figueiredo A D, Pérez J. Early age hydration of cement pastes with alkaline and alkali-free accelerators for sprayed concrete. Construction & Building Materials, 2016, 111: 386–398

[59] Lin X Q, Zhang T, Huo L. Preparation and application of cement-based 3D printing materials in construction. In: The 9th session of the general assembly and the 11th national symposium on concrete and cement products branch of China silicate society, 2015: 175–180 (in Chinese)

[60] Zhang G, Li G, Li Y. Effects of superplasticizers and retarders on the fluidity and strength of sulphoaluminate cement. Construction & Building Materials, 2016, 126: 44–54

[61] Claisse P A. L P, Omari M. A. Workability of cement pastes. ACI Materials Journal, 2001, 98: 476–482

[62] Lee S H, Kim H J, Sakai E, Daimon M. Effect of particle size distribution of fly ash–cement system on the fluidity of cement pastes. Cement and Concrete Research, 2003, 33(5): 763–768

[63] Park C K, Noh M H, Park T H. Rheological properties of cementitious materials containing mineral admixtures. Cement and Concrete Research, 2005, 35(5): 842–849

[64] Burgos-Montes O, Palacios M, Rivilla P, Puertas F. Compatibility between superplasticizer admixtures and cements with mineral additions. Construction & Building Materials, 2012, 31: 300–309

[65] Grzeszczyk S, Lipowski G. Effect of content and particle size distribution of high-calcium fly ash on the rheological properties of cement pastes. Cement and Concrete Research, 1997, 27(6): 907–916

[66] Kwan A, Wong H. Effects of packing density, excess water and solid surface area on flowability of cement paste. Advances in Cement Research, 2008, 20(1): 1–11

[67] Mastali M, Dalvand A. Use of silica fume and recycled steel fibers in self-compacting concrete (SCC). Construction & Building Materials, 2016, 125: 196–209

[68] Güneyisi E, Gesoglu M, Al Goody A, İpek S. Fresh and rheological behavior of nano-silica and fly ash blended self-compacting concrete. Construction & Building Materials, 2015, 95: 29–44

[69] Kong H J, Bike S G, Li V C. Development of a self-consolidating engineered cementitious composite employing electrosteric dispersion/stabilization. Cement and Concrete Composites, 2003, 25(3): 301–309

[70] Mardani-Aghabaglou A, Tuyan M, Yılmaz G, Arıöz Ö, Ramyar K. Effect of different types of superplasticizer on fresh, rheological and strength properties of self-consolidating concrete. Construction & Building Materials, 2013, 47: 1020–1025

[71] Singh S B, Munjal P, Thammishetti N. Role of water/cement ratio on strength development of cement mortar. J Build Eng, 2015, 4: 94–100

[72] Leemann A, Winnefeld F. The effect of viscosity modifying agents on mortar and concrete. Cement and Concrete Composites, 2007, 29(5): 341–349

[73] Li G, He T, Hu D, Shi C. Effects of two retarders on the fluidity of pastes plasticized with aminosulfonic acid-based superplasticizers. Construction & Building Materials, 2012, 26: 72–78

[74] Silva Y F, Robayo R A, Mattey P E, Delvasto S. Properties of self-compacting concrete on fresh and hardened with residue of masonry and recycled concrete. Construction & Building Materials, 2016, 124: 639–644

[75] Malaeb Z, Hachem H, Tourbah A, Maalouf T, Zarwi N E. 3D concrete printing: machine and mix design. International Journal of Civil Engineering, 2015, 6: 14–22

[76] Le T T, Austin S A, Lim S, Buswell R A, Gibb A G F, Thorpe T. Mix design and fresh properties for high-performance printing concrete. Materials and Structures, 2012, 45(8): 1221–1232

[77] Tang C, Yen T, Chen K. The rheological behavior of medium strength high performance concrete. Structural Engineering Mechamics & Computation, 2001, 2: 1373–1380

[78] Benaicha M, Roguiez X, Jalbaud O, Burtschell Y, Alaoui A H. Influence of silica fume and viscosity modifying agent on the mechanical and rheological behavior of self compacting concrete. Construction & Building Materials, 2015, 84: 103–110

[79] Robeyst N, Gruyaert E, Grosse C U, De Belie N. Monitoring the setting of concrete containing blast-furnace slag by measuring the ultrasonic p-wave velocity. Cement and Concrete Research, 2008, 38(10): 1169–1176

[80] Gesoglu M, Ozbay E. Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes: binary, ternary and quaternary systems. Materials and Structures, 2007, 40(9): 923–937

[81] Paglia C, Wombacher F, Bohni H. The influence of alkali-free and alkaline shotcrete accelerators within cement systems. Cement and Concrete Research, 2001, 31(6): 913–918

[82] Maltese C, Pistolesi C, Bravo A, Cella F, Cerulli T, Salvioni D. A case history: Effect of moisture on the setting behaviour of a Portland cement reacting with an alkali-free accelerator. Cement and Concrete Research, 2007, 37(6): 856–865

[83] Galobardes I, Salvador R P, Cavalaro S H P, Figueiredo A, Goodier C I. Adaptation of the standard EN 196-1 for mortar with accelerator. Construction & Building Materials, 2016, 127: 125–136

[84] Gesoglu M, Guneyisi E. Strength development and chloride penetration in rubberized concretes with and without silica fume. Materials and Structures, 2007, 40(9): 953–964

[85] Zelic J, Rusic D, Vea D, Krstuloric R. The role of silica fume in the kinetics and mechanisms during the early stage of cement hydration. Cement and Concrete Research, 2000, 30(10): 1655–1662

[86] Li G. Properties of high-volume fly ash concrete incorporating nano-SiO₂. Cement and Concrete Research, 2004, 34(6): 1043–1049

[87] Ye Q, Zhang Z, Kong D, Chen R. Influence of nano-SiO₂ addition on properties of hardened cement paste as compared with silica fume. Construction & Building Materials, 2007, 21(3): 539–545

[88] Ye Q, Zhang Z, Sheng L, Chen R. A comparative study on the pozzolanic activity between nano-SiO2 and silica fume. J Wuhan Univ Tech-Mater Sci Ed, 2006, 21(3): 153–157

[89] Jo B W, Kim C H, Tae G H, Park J B. Characteristics of cement mortar with nano-SiO₂ particles. Construction & Building Materials, 2007, 21(6): 1351–1355

[90] Malhotra V M, Zhang M H, Read P H. Long-term mechanical properties and durability characteristics of high-strength/high-performance concrete incorporating supplementary cementing materials under outdoor exposure conditions. ACI Materials Journal, 2000, 97: 518–525

[91] Liu B, Xie Y, Zhou S, Yuan Q. Influence of ultrafine fly ash composite on the fluidity and compressive strength of concrete. Cement and Concrete Research, 2000, 30(9): 1489–1493

[92] Ghezal A, Khayat K H. Optimizing self-consolidating concrete with limestone filler by using statistical factorial design methods. Materials Journal, 2002, 99: 264–272

[93] Lee S J, Won J P. Shrinkage characteristics of structural nano-synthetic fibre-reinforced cementitious composites. Comp Struct, 2016, 157: 236–243

[94] Bissonnette B, Attiogbe E K, Miltenberger M A, Fortin C. Drying shrinkage, curling, and joint opening of slabs-on-ground. ACI Materials Journal, 2007, 104: 259–267

[95] Zhang J, Gong C, Guo Z, Zhang M. Engineered cementitious composite with characteristic of low drying shrinkage. Cement and Concrete Research, 2009, 39(4): 303–312

[96] Khatib J M. Performance of self-compacting concrete containing fly ash. Construction & Building Materials, 2008, 22(9): 1963–1971

[97] Rongbing B, Jian S. Synthesis and evaluation of shrinkage-reducing admixture for cementitious materials. Cement and Concrete Research, 2005, 35(3): 445–448

[98] Guneyisi E, Gesoglu M, Karaoglu S, Mermerdaş K. Strength, permeability and shrinkage cracking of silica fume and metakaolin concretes. Construction & Building Materials, 2012, 34: 120–130

[99] Al-Khaja W A. Strength and time-dependent deformations of silica fume concrete for use in Bahrain. Construction & Building Materials, 1994, 8(3): 169–172

[100] Li J, Yao Y. A study on creep and drying shrinkage of high performance concrete. Cement and Concrete Research, 2001, 31(8): 1203–1206

[101] Mazloom M, Ramezanianpour A, Brooks J. Effect of silica fume on mechanical properties of high-strength concrete. Cement and Concrete Composites, 2004, 26(4): 347–357

[102] Sellevold E J. The function of condensed silica fume in high strength concrete. In: Proceedings of international conference on utilization of high strength concrete, 1987, 4: 11–14

[103] Shh S, Krguller M, Sarigaphuti M. Effects of shrinkage-reducing admixtures on restrained shrinkage cracking of concrete. ACI Materials Journal, 1992, 89: 289–295

[104] EFNARC. The European Guidelines for Self-Compacting Concrete. Self-Compacting Concrete Guidelines, 2005

[105] EN B. 12350-2 Testing fresh concrete. Slump-test. British Standard Institute, London, 2009

[106] Lachemi M, Hossain K M A, Lambros V, Nkinamubanzi P C, Bouzoubaâ N. Self-consolidating concrete incorporating new viscosity modifying admixtures. Cement and Concrete Research, 2004, 34(6): 917–926

[107] Shi Y X, Matsui I, Guo Y J. A study on the effect of fine mineral powders with distinct vitreous contents on the fluidity and rheological properties of concrete. Cement and Concrete Research, 2004, 34(8): 1381–1387

[108] ASTM C. 403/403M-99. Standard test methods for time of setting of concrete mixtures by penetration resistance. Annual book of ASTM standards, 1999, 4: 1–6

[109] Sleiman H, Perrot A, Amziane S. A new look at the measurement of cementitious paste setting by Vicat test. Cement and Concrete Research, 2010, 40(5): 681–686

[110] Ylmen R, Jaglid U, Steenari B M, Panas I. Early hydration and setting of Portland cement monitored by IR, SEM and Vicat techniques. Cement and Concrete Research, 2009, 39(5): 433–439

[111] Reinhardt H W, Grobe C U, Herb A T. Ultrasonic monitoring of setting and hardening of cement mortar—A new device. Materials and Structures, 2000, 33(9): 581–583

[112] Reinhardt H W, Grosse C U. Continuous monitoring of setting and hardening of mortar and concrete. Construction & Building Materials, 2004, 18(3): 145–154

[113] Trtnik G, Turk G, Kavcic F, Bosiljkov V B. Possibilities of using the ultrasonic wave transmission method to estimate initial setting time of cement paste. Cement and Concrete Research, 2008, 38(11): 1336–1342

[114] Boumiz A, Vernet C, Tenoudji F C. Mechanical properties of cement pastes and mortars at early ages. Advanced Cement Based Materials, 1996, 3: 94–106

[115] Li Z. Advanced concrete technology. John Wiley & Sons, 2011.

[116] Oztfirk T, Rapoport J R, Popovics J S, Shah S P. Monitoring the setting and hardening of cement-based materials with ultrasound.Concrete Science and Engineering, 1999, 1(2): 83–91

[117] Voigt T, Malonn T, Shah S P. Green and early age compressive strength of extruded cement mortar monitored with compression tests and ultrasonic techniques. Cement and Concrete Research, 2006, 36(5): 858–867

[118] Carette J, Staquet S. Monitoring the setting process of eco-binders by ultrasonic P-wave and S-wave transmission velocity measurement: Mortar vs concrete. Construction & Building Materials, 2016, 110: 32–41

[119] Boumiz A, Vernet C, Tenoudji F C. Mechanical properties of cement pastes and mortars at early ages: Evolution with time and degree of hydration. Advanced Cement Based Materials, 1996, 3: 94–106

[120] Akkaya Y, Voigt T, Subramaniam K V, Shah S P. Nondestructive measurement of concrete strength gain by an ultrasonic wave reflection method. Materials and Structures, 2003, 36(262): 507–514

[121] Voigt T, Akkaya Y, Shah S P. Determination of early age mortar and concrete strength by ultrasonic wave reflections. Journal of Materials in Civil Engineering, 2003, 15(3): 247–254

[122] Demirboga R, Türkmen İ, Karakoc M B. Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete. Cement and Concrete Research, 2004, 34(12): 2329–2336

[123] Subramaniam K V, Mohsen J, Shaw C. Ultrasonic technique for monitoring concrete strength gain at early age. ACI Materials Journal, 2002, 99: 458–462

[124] Wang D, Zhu H. Monitoring of the strength gain of concrete using embedded PZT impedance transducer. Construction & Building Materials, 2011, 25(9): 3703–3708

[125] Gu H, Song G, Dhonde H, Mo Y L, Yan S. Concrete early-age strength monitoring using embedded piezoelectric transducers. Smart Materials and Structures, 2006, 15(6): 1837–1845

[126] Cai D, Dai H, He X, Cai S, Zhang C. Application of fiber optical sensing technology to the Three Gorges Project. In: 4th International Conference of Dam Engineering, 2004, 147–154

[127] Lin Y B, Chang K C, Chern J C, Wang L A. The health monitoring of a prestressed concrete beam by using fiber Bragg grating sensors. Smart Materials and Structures, 2004, 13)(4): 712–718

[128] American society for testing and materials, ASTM C157 standard test method for length change of hardened hydraulic-cement mortar and concrete. Annual book of ASTM standards, Concrete and Concrete Aggregates. 1997, 04-02: 96–101

[129] Yoo D Y, Park J J, Kim S W, Yoon Y S. Early age setting, shrinkage and tensile characteristics of ultra high performance fiber reinforced concrete. Construction & Building Materials, 2013, 41: 427–438

[130] Yang Y, Sato R, Kawai K. Autogenous shrinkage of high-strength concrete containing silica fume under drying at early ages. Cement and Concrete Research, 2005, 35(3): 449–456

[131] Yılmazturka F, Kulur S, Pekmezcia B Y. Measurement of shrinkage in concrete samples by using digital photogrammetric methods. International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 2004, 34

[132] Chen T, Yin W, Ifju P. Shrinkage measurement in concrete materials using cure reference method. Experimental Mechanics, 2010, 50(7): 999–1012

[133] Newlands M, Paine K A, Vemuri N, Dhir R K. A linear test method for determining early-age shrinkage of concrete. Magazine of Concrete Research, 2008, 60(10): 747–757

[134] ASTM C. 1581-04. Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage, ASTM International, West Conshohocken, PA, 2004

[135] Gesoglu M, Ozturan T, Güneyisi E. Effects of cold-bonded fly ash aggregate properties on the shrinkage cracking of lightweight concretes. Cement and Concrete Composites, 2006, 28(7): 598–605

[136] Nazari A. Compressive strength of geopolymers produced by ordinary Portland cement: Application of genetic programming for design. Materials & Design, 2013, 43: 356–366

[137] Sonebi M. Medium strength self-compacting concrete containing fly ash: Modelling using factorial experimental plans. Cement and Concrete Research, 2004, 34(7): 1199–1208

[138] Siyal A A, Azizli K A, Man Z, Ullah H. Effects of parameters on the setting time of fly ash based geopolymers using Taguchi method. Procedia Engineering, 2016, 148: 302–307

[139] Riahi S, Nazari A, Zaarei D, Khalaj G, Bohlooli H, Kaykha M M. Compressive strength of ash-based geopolymers at early ages designed by Taguchi method. Materials & Design, 2012, 37: 443–449

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