[4] SHEN W G, WU J L, DU X J, et al. Cleaner production of high-quality manufactured sand and ecological utilization of recycled stone powder in concrete[J]. Journal of Cleaner Production, 2022, 375: 134146.
[5] PREMANAND R, THIRUPURA SUNDARI K, AISHWARYA N, et al. An experimental analysis on the replacement of fine aggregate by manufacture sand[J]. Materials Today: Proceedings, 2023.
[6] SELVA G M, JAGADEESH P. Assessment of usage of manufactured sand and recycled aggregate as sustainable concrete: a review[J]. Materials Today: Proceedings, 2022, 64: 1029-1034.
[7] CHEN X, GUO Y G, LI B, et al. Coupled effects of the content and methylene blue value (MBV) of microfines on the performance of manufactured sand concrete[J]. Construction and Building Materials, 2020, 240: 117953.
[8] XIONG B Y, LOSS R D, SHIELDS D, et al. Polyacrylamide degradation and its implications in environmental systems[J]. NPJ Clean Water, 2018, 1: 17.
[9] YUAN Q, XIE Z L, YAO H, et al. Comparative study on the early properties of cement modified with different ionic polyacrylamides[J]. Construction and Building Materials, 2022, 339: 127671.
[10] YUAN Q, XIE Z L, YAO H, et al. Hydration, mechanical properties, and microstructural characteristics of cement pastes with different ionic polyacrylamides: a comparative study[J]. Journal of Building Engineering, 2022, 56: 104763.
[11] BESSAIES-BEY H, BAUMANN R, SCHMITZ M, et al. Effect of polyacrylamide on rheology of fresh cement pastes[J]. Cement and Concrete Research, 2015, 76: 98-106.
[12] GUO Y F, MA B G, ZHI Z Z, et al. Effect of polyacrylic acid emulsion on fluidity of cement paste[J]. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 2017, 535: 139-148.
[13] XIE Z L, YUAN Q, YAO H, et al. Understanding the impact of polyacrylamide molecular weight on the workability of cement paste[J]. Cement and Concrete Composites, 2023, 142: 105171.
[14] BOSE B, DAVIS C R, ERK K A. Microstructural refinement of cement paste internally cured by polyacrylamide composite hydrogel particles containing silica fume and nanosilica[J]. Cement and Concrete Research, 2021, 143: 106400.
[15] KHAYAT K H. Viscosity-enhancing admixtures for cement-based materials: an overview[J]. Cement and Concrete Composites, 1998, 20(2/3): 171-188.
[16] NEGRO C, BLANCO A, FUENTE E, et al. Influence of flocculant molecular weight and anionic charge on flocculation behaviour and on the manufacture of fibre cement composites by the Hatschek process[J]. Cement and Concrete Research, 2005, 35(11): 2095-2103.
[17] SUN Z Y, LI Y J, MING X, et al. Enhancing anti-washout behavior of cement paste by polyacrylamide gelation: from floc properties to mechanism[J]. Cement and Concrete Composites, 2023, 136: 104887.
[18] BRUMAUD C, BAUMANN R, SCHMITZ M, et al. Cellulose ethers and yield stress of cement pastes[J]. Cement and Concrete Research, 2014, 55: 14-21.
[19] FLATT R J, HOUST Y F. A simplified view on chemical effects perturbing the action of superplasticizers[J]. Cement and Concrete Research, 2001, 31(8): 1169-1176.
[22] SUN Z Z, XU Q W. Micromechanical analysis of polyacrylamide-modified concrete for improving strengths[J]. Materials Science and Engineering: A, 2008, 490(1/2): 181-192.
[23] CHEN Q S, TAO Y B, ZHANG Q L, et al. The rheological, mechanical and heavy metal leaching properties of cemented paste backfill under the influence of anionic polyacrylamide[J]. Chemosphere, 2022, 286(1): 131630.
[24] GU L N, LIU T J, WU K, et al. Comparative study on the role of PAM and PANA on the property of fresh cement paste[J]. Cement and Concrete Composites, 2022, 133: 104701.
[26] DU Q, PANG Q Y, BAO T N, et al. Critical factors influencing carbon emissions of prefabricated building supply chains in China[J]. Journal of Cleaner Production, 2021, 280: 124398.
[27] YUAN M Q, LI Z F, LI X D, et al. How to promote the sustainable development of prefabricated residential buildings in China: a tripartite evolutionary game analysis[J]. Journal of Cleaner Production, 2022, 349: 131423.
[29] WANG F, KONG X M, JIANG L F, et al. The acceleration mechanism of nano-C-S-H particles on OPC hydration[J]. Construction and Building Materials, 2020, 249: 118734.
[30] DAS S, RAY S, SARKAR S. Early strength development in concrete using preformed C-S-H nano crystals[J]. Construction and Building Materials, 2020, 233: 117214.
[32] KANCHANASON V, PLANK J. C-S-H-PCE Nanocomposites for enhancement of early strength of portland cement［C］// The 14th International Congress on the Chemistry of Cement (ICCC 2015), 2015.
[33] KANCHANASON V, PLANK J. Effectiveness of a calcium silicate hydrate-polycarboxylate ether (C-S-H-PCE) nanocomposite on early strength development of fly ash cement[J]. Construction and Building Materials, 2018, 169: 20-27.
[34] KANCHANASON V, PLANK J. Effect of calcium silicate hydrate-polycarboxylate ether (C-S-H-PCE) nanocomposite as accelerating admixture on early strength enhancement of slag and calcined clay blended cements[J]. Cement and Concrete Research, 2019, 119: 44-50.
[35] SUN J F, SHI H, QIAN B B, et al. Effects of synthetic C-S-H/PCE nanocomposites on early cement hydration[J]. Construction and Building Materials, 2017, 140: 282-292.
[36] LI V C, LEUNG C K Y. Steady-state and multiple cracking of short random fiber composites[J]. Journal of Engineering Mechanics, 1992, 118(11): 2246-2264.
[37] LI M, LI V C. Behavior of ECC/concrete layered repair system under drying shrinkage conditions[J]. Restoration of Buildings and Monuments, 2006, 12(2): 143-160.
[44] WANG S N, XU L H, YIN C R, et al. Experimental investigation on the damage behavior of ultra-high performance concrete subjected to cyclic compression[J]. Composite Structures, 2021, 267: 113855.
[45] SHI Z C, SU Q T, KAVOURA F, et al. Uniaxial tensile response and tensile constitutive model of ultra-high performance concrete containing coarse aggregate (CA-UHPC)[J]. Cement and Concrete Composites, 2023, 136: 104878.
[46] KANDA T, LIN Z, LI V C. Tensile stress-strain modeling of pseudostrain hardening cementitious composites[J]. Journal of Materials in Civil Engineering, 2000, 12(2): 147-156.
[48] HAN T S, FEENSTRA P H, BILLINGTON S L. Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading[J]. Aci Structural Journal, 2003, 100(6): 749-757.
[51] KACHANOV L M. Rupture time under creep conditions[J]. International Journal of Fracture, 1999, 97(1): 11-18.
[52] MAZARS J, HAMON F, GRANGE S. A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings[J]. Materials and Structures, 2015, 48(11): 3779-3793.
[53] COMI C, PEREGO U. Fracture energy based bi-dissipative damage model for concrete[J]. International Journal of Solids and Structures, 2001, 38(36/37): 6427-6454.
[54] DENG M K, PAN J J, LIANG X W. Uniaxial compressive test of high ductile fiber-reinforced concrete and damage constitutive model[J]. Advances in Civil Engineering, 2018: 4308084.
[55] LEE J, FENVES G L. A plastic-damage concrete model for earthquake analysis of dams[J]. Earthquake Engineering & Structural Dynamics, 1998, 27(9): 937-956.
[58] JIRSEK M, ZIMMERMANN T. Rotating crack model with transition to scalar damage[J]. Journal of Engineering Mechanics, 1998, 124(3): 277-284.
[61] KRAHL P A, CARRAZEDO R, EL DEBS M K. Mechanical damage evolution in UHPFRC: experimental and numerical investigation[J]. Engineering Structures, 2018, 170: 63-77.
[63] CAI J M, PAN J L, TAN J W, et al. Nonlinear finite-element analysis for hysteretic behavior of ECC-encased CFST columns[J]. Structures, 2020, 25: 670-682.
[65] ZHAO D P, WANG C J, LI K, et al. An experimental and analytical study on a damage constitutive model of engineered cementitious composites under uniaxial tension[J]. Materials, 2022, 15(17): 6063.
[67] SIMO J C, JU J W. Strain- and stress-based continuum damage models： I. Formulation[J]. International Journal of Solids and Structures, 1987, 23(7): 821-840.
[68] FARIA R, OLIVER J, CERVERA M. A strain-based plastic viscous-damage model for massive concrete structures[J]. International Journal of Solids and Structures, 1998, 35(14): 1533-1558.
