[1] [1] PAN D, YASEEN S A, CHEN K Y, et al. Study of the influence of seawater and sea sand on the mechanical and microstructural properties of concrete[J]. J Build Eng, 2021, 42: 103006.

[2] [2] LI T Y, LIU X Y, ZHANG Y M, et al. Preparation of sea water sea sand high performance concrete (SHPC) and serving performance study in marine environment[J]. Constr Build Mater, 2020, 254: 119114.

[3] [3] NISHIDA T, OTSUKI N, OHARA H, et al. Some considerations for applicability of seawater as mixing water in concrete[J]. J Mater Civ Eng, 2015, 27(7): B4014004.

[4] [4] SHANKAR BISWAL U, DINAKAR P. Evaluating corrosion resistance of recycled aggregate concrete integrating ground granulated blast furnace slag[J]. Constr Build Mater, 2023, 370: 130676.

[5] [5] SADAWY M M, NOOMAN M T. Influence of nano-blast furnace slag on microstructure, mechanical and corrosion characteristics of concrete[J]. Mater Chem Phys, 2020, 251: 123092.

[9] [9] FAIRBAIRN E M R, AMERICANO B B, CORDEIRO G C, et al. Cement replacement by sugar cane bagasse ash: CO2 emissions reduction and potential for carbon credits[J]. J Environ Manag, 2010, 91(9): 1864-1871.

[10] [10] GROMBONI M F, SALES A, DE A M REZENDE M, et al. Impact of agro-industrial waste on steel corrosion susceptibility in media simulating concrete pore solutions[J]. J Clean Prod, 2021, 284: 124697.

[11] [11] FRANCO-LUJN V A, MALDONADO-GARCíA M A, MENDOZA- RANGEL J M, et al. Chloride-induced reinforcing steel corrosion in ternary concretes containing fly ash and untreated sugarcane bagasse ash[J]. Constr Build Mater, 2019, 198: 608-618.

[12] [12] BAHURUDEEN A, SANTHANAM M. Influence of different processing methods on the pozzolanic performance of sugarcane bagasse ash[J]. Cem Concr Compos, 2015, 56: 32-45.

[14] [14] SUN X-H, ZUO X-B, YIN G-J, et al. Electrochemical and microscopic investigation on passive behavior of ductile iron in simulated cement-mortar pore solution[J]. Constr Build Mater, 2017, 150: 703-713.

[15] [15] LI H, FARZADNIA N, SHI C. The role of seawater in interaction of slag and silica fume with cement in low water-to-binder ratio pastes at the early age of hydration[J]. Constr Build Mater, 2018, 185: 508-518.

[16] [16] WEI J G, CHEN R, HUANG W, et al. Effect of endogenous chloride ion content and mineral admixtures on the passivation behavior of reinforcement embedded in sea-sand ultra-high performance concrete matrix[J]. Constr Build Mater, 2022, 321: 126402.

[18] [18] SUN C T, SUN M, TAO T, et al. Chloride binding capacity and its effect on the microstructure of mortar made with marine sand[J]. Sustainability, 2021, 13(8): 4169.

[19] [19] YANG Z Q, SUI S Y, WANG L G, et al. Improving the chloride binding capacity of cement paste by adding nano-Al2O3: The cases of blended cement pastes[J]. Constr Build Mater, 2020, 232: 117219.

[20] [20] WANG Y Y, SHUI Z H, GAO X, et al. Modification on the chloride binding capacity of cementitious materials by aluminum compound addition[J]. Constr Build Mater, 2019, 222: 15-25.

[22] [22] PRUCKNER F, GJRV O E. Effect of CaCl2 and NaCl additions on concrete corrosivity[J]. Cem Concr Res, 2004, 34(7): 1209-1217.

[24] [24] CRIADO M, SOBRADOS I, BASTIDAS J M, et al. Corrosion behaviour of coated steel rebars in carbonated and chloride- contaminated alkali-activated fly ash mortar[J]. Prog Org Coat, 2016, 99: 11-22.

[25] [25] CHIDIAC S E, SHAFIKHANI M. Electrical resistivity model for quantifying concrete chloride diffusion coefficient[J]. Cem Concr Compos, 2020, 113: 103707.

[26] [26] SHI J J, MING J, SUN W. Electrochemical performance of reinforcing steel in alkali-activated slag extract in the presence of chlorides[J]. Corros Sci, 2018, 133: 288-299.

[27] [27] TANG F J, CHEN G D, BROW R K. Chloride-induced corrosion mechanism and rate of enamel- and epoxy-coated deformed steel bars embedded in mortar[J]. Cem Concr Res, 2016, 82: 58-73.

[28] [28] FAN L, MENG W N, TENG L, et al. Effect of steel fibers with galvanized coatings on corrosion of steel bars embedded in UHPC[J]. Compos B Eng, 2019, 177: 107445.

[29] [29] APERADOR W, MEJíA DE GUTIRREZ R M, BASTIDAS D M. Steel corrosion behaviour in carbonated alkali-activated slag concrete[J]. Corros Sci, 2009, 51(9): 2027-2033.

[30] [30] ZHU N S, JIN F N, KONG X L, et al. Interface and anti-corrosion properties of sea-sand concrete with fumed silica[J]. Constr Build Mater, 2018, 188: 1085-1091.

[31] [31] DANG V Q, OGAWA Y, BUI P T, et al. Effects of chloride ions on the durability and mechanical properties of sea sand concrete incorporating supplementary cementitious materials under an accelerated carbonation condition[J]. Constr Build Mater, 2021, 274: 122016.

[32] [32] ANGST U, ELSENER B, LARSEN C K, et al. Critical chloride content in reinforced concrete-A review[J]. Cem Concr Res, 2009, 39(12): 1122-1138.

[33] [33] CAO Y, GEHLEN C, ANGST U, et al. Critical chloride content in reinforced concrete-An updated review considering Chinese experience[J]. Cem Concr Res, 2019, 117: 58-68.

[34] [34] CAO F T, WEI J, DONG J H, et al. The corrosion inhibition effect of phytic acid on 20SiMn steel in simulated carbonated concrete pore solution[J]. Corros Sci, 2015, 100: 365-376.

[35] [35] SUI S Y, GEORGET F, MARAGHECHI H, et al. Towards a generic approach to durability: Factors affecting chloride transport in binary and ternary cementitious materials[J]. Cem Concr Res, 2019, 124: 105783.

[36] [36] WANG R P, HE F Q, CHEN C P, et al. Coupling effect of the connected pores and pore solution on chloride ion migration in cement-based materials[J]. Constr Build Mater, 2021, 297: 123773.

[37] [37] HU X, POON C S. Chloride-related steel corrosion initiation in cement paste prepared with the incorporation of blast-furnace slag[J]. Cem Concr Compos, 2022, 126: 104349.

[38] [38] THANH TRAN D, LEE H-S, KUMAR SINGH J, et al. Corrosion prevention of steel rebar embedded in the cement mortar under accelerated conditions: Combined effects of phosphate and chloride ions[J]. Constr Build Mater, 2023, 365: 130042.

[39] [39] YUAN Y S, JI Y S, JIANG J H. Effect of corrosion layer of steel bar in concrete on time-variant corrosion rate[J]. Mater Struct, 2009, 42(10): 1443-1450.

[40] [40] LIU X H, MACDONALD D D, WANG M, et al. Effect of dissolved oxygen, temperature, and pH on polarization behavior of carbon steel in simulated concrete pore solution[J]. Electrochimica Acta, 2021, 366: 137437.

[41] [41] AHMAD S. Reinforcement corrosion in concrete structures, its monitoring and service life prediction--A review[J]. Cem Concr Compos, 2003, 25(4/5): 459-471.

[42] [42] ZHENG H B, LU J X, SHEN P L, et al. Corrosion behavior of carbon steel in chloride-contaminated ultra-high-performance cement pastes[J]. Cem Concr Compos, 2022, 128: 104443.