References

References

[1]SCHUTTER G D,LESAGE K,MECHTCHERINE V,et al.Vision of 3D printing with concrete-technical,economic and environmental potentials[J].Cement and Concrete Research,2018,112C:25-36.

[2]NOCHAIYA T,WONGKEO W,CHAIPANICH A.Utilization of fly ash with silica fume and properties of Portland cement-fly ash-silica fume concrete[J].Fuel,2010,89(3):768-774.

[3]SENFF L,LABRINCHA J A,FERREIRA V M,et al.Effect of nano-silica on rheology and fresh properties of cement pastes and mortars[J].Construction & Building Materials,2009,23(7):2487-2491.

[4]PAUL S C,TAY Y W D,PANDA B,et al Fresh and hardened properties of 3D printable cementitious materials for building and construction[J].Archives of civil and mechanical engineering,2018,18(1),311-319.

[5]WOLFS R J M,BOS F P,SALET T A M.Early age mechanical behavior of 3D printed concrete:Numerical modelling and experimental testing[J].Cement and Concrete Research,2018,106:103-116.

[6]PERROT A,RANGEARD D,PIERRE A.Structural built-up of cement-based materials used for 3D-printing extrusion techniques[J].Materials and Structures,2016,49(4):1213-1220.

[7]FÁBIO A,CARDOSO F A,JOHN V M,et al.Rheological behavior of mortars under different squeezing rates[J].Cement and Concrete Research,2009,39(9):748753.

[8]ASTM Standard C230.Standard specification for flow table for use in tests of hydraulic cement[S].ASTM International,West Conshohocken,PA,2014.

[9]ISO 679.Cement-test methods-determination of strength[S].International Organization for Standardization,2009.