A novel allocation method and critical transport distance for industrial by-products in concrete

Lei Pan , Yuanfeng Wang , Yufang Fu , Boqun Zhang , Xiaohui Guo , Chengcheng Shi , Yinshan Liu , Liping Wang , Shaoqin Xue , Xinlei Chang , Xiaodong Liu

Carbon Footprints ›› 2026, Vol. 5 ›› Issue (3) : 52

PDF
Carbon Footprints ›› 2026, Vol. 5 ›› Issue (3) :52 DOI: 10.20517/cf.2026.62
Original Article
A novel allocation method and critical transport distance for industrial by-products in concrete
Author information +
History +
PDF

Abstract

Cement production accounts for about 8% of global CO2 emissions, making it the largest industrial source in the construction material chain. Replacing cement with industrial by-products (IBPs) in concrete is a core pathway to reducing carbon footprint, but a scientifically sound allocation method is essential for accurately quantifying the carbon reduction contribution of IBPs. At present, the mainstream allocation methods in this field suffer from significant spatial and temporal fluctuations and low accounting stability, which seriously interfere with the accurate assessment of the carbon footprint and carbon emission reduction benefits of concrete incorporating IBPs. This study established an innovative production cost-based economic allocation principle for IBPs carbon footprints, which takes the manufacturing costs of primary industrial products and associated IBPs as the allocation core and considers their operational linkages within the industrial chain. Meanwhile, based on 929 groups of fly ash (FAH) concrete mix proportion data, a life cycle assessment approach was employed to systematically evaluate the carbon footprint characteristics of FAH concrete and quantify its critical transport distances (CTD). The findings indicate that the environmental impacts allocation principle and concrete mix design dominate the carbon footprint reduction potential and CTD of FAH. Low-carbon transportation equipment can significantly expand FAH’s CTD by reducing transport-related carbon footprint, which provides a scientific basis for the rational planning of large-scale promotion and efficient utilization of FAH. The proposed method offers a transferable methodological framework and may be adapted for carbon footprint accounting and carbon emission reduction contribution evaluation of other IBPs.

Keywords

Industrial by-products / fly ash concrete / environmental impacts allocation principle / carbon footprint / life cycle assessment

Cite this article

Download citation ▾
Lei Pan, Yuanfeng Wang, Yufang Fu, Boqun Zhang, Xiaohui Guo, Chengcheng Shi, Yinshan Liu, Liping Wang, Shaoqin Xue, Xinlei Chang, Xiaodong Liu. A novel allocation method and critical transport distance for industrial by-products in concrete. Carbon Footprints, 2026, 5 (3) : 52 DOI:10.20517/cf.2026.62

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Liu .R., Yang, Y.D., Yang, S.J., et al. Study on status of comprehensive utilization of fly ash.Ind Miner Process2021;50:45-8

[2]

Wu Z,Liang J.Comprehensive utilization of copper slag: an overview.J Environ Chem Eng2026;14:121209

[3]

Song Z,Zhang Z,Liu S.Innovative application and research of industrial solid waste in mining filling materials in China.Sustainability2025;17:5136

[4]

Zhang L,Tan TH.Valorization of industrial by-product gypsum for sustainable lightweight brick: Performance, microstructure and environmental safety assessments.Sustainable Chem Pharm2025;48:102179

[5]

Ji G,Chen B.Modification of magnesium oxysulfate cement: a comprehensive review of industrial by-products, fibers, and functional fillers.J Build Eng2026;120:115430

[6]

Zhao Z,Ma Z,Liu M.Achieving urban synergistic governance of carbon, air pollution, solid waste, and water resources: lessons from 289 cities in China.Carbon Footprints2026;5:9

[7]

Long Y,Lu Z,Wang X.Prediction of embodied GHG emissions of building materials in Shanghai.Carbon Footprints2024;3:12

[8]

Zhao L,Hu W,Yang F.Sustainable construction material: development and evaluation of a low-carbon, industrial solid waste-based cementitious material.J Sustain Metall2025;11:670-81

[9]

Shobeiri V,Xie T.A comprehensive assessment of the global warming potential of geopolymer concrete.J Clean Prod2021;297:126669

[10]

Xiao J,Poon CS,Li Z.We use 30 billion tonnes of concrete each year - here’s how to make it sustainable.Nature2025;638:888-90

[11]

Echeverri DO,Mesa AP,Echeverri EO.Financial potential of life cycle assessment of production of biofuels via hydrothermal liquefaction using microalgae in cement industry.Energies2026;19:1153

[12]

Kim S,Lee J,Kang H.Mechanochemical activation for transforming low-reactive industrial by-products to supplementary cementitious materials.J Sustain Cem-Based2026;15:3173-89

[13]

Xue Y,Liang Q,Wang Y.Synergistic utilization of multi-source industrial solid wastes in cementitious materials: a comprehensive review.Materials (Basel)2026;19:1019 PMCID:PMC12986229

[14]

Feng W,Yang S.Valorising industrial by-product supplementary cementitious materials for alkali-silica reaction control.Constr Build Mater2026;514:145522

[15]

Hossain M,Dong Y.Evaluation of environmental impact distribution methods for supplementary cementitious materials.Renew Sustain Energy Rev2018;82:597-608

[16]

Celik K,Petek Gursel A,Horvath A.Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended portland cements containing fly ash and limestone powder.Cem Concr Compos2015;56:59-72

[17]

Wang J,Sun Y,Zhang Y.Life cycle sustainability assessment of fly ash concrete structures.Renew Sustain Energy Rev2017;80:1162-74

[18]

Arrigoni A,Duhamel M.Life cycle greenhouse gas emissions of concrete containing supplementary cementitious materials: cut-off vs. substitution.J Clean Prod2020;263:121465

[19]

Ghafoori N,Hasnat A.Evaluating the use of harvested fly ash as a sustainable alternative in cementitious mixtures.Constr Build Mater2024;447:138138

[20]

Singh G, Durga Prasad V. Environmental impact of concrete containing high volume fly ash and ground granulated blast furnace slag.J Clean Prod2024;448:141729

[21]

Orozco C,Sugiyama T.Unraveling the environmental and economic impacts of fly ash utilization on mass concrete considering industry practices.J Mater Cycles Waste Manag2024;26:1403-17

[22]

Jiang P,Jin C,Luan C.Compressive strength prediction and low-carbon optimization of fly ash geopolymer concrete based on big data and ensemble learning.PLoS One2024;19:e0310422 PMCID:PMC11392388

[23]

Liao G,Wang W.Microstructure, strength development mechanism, and CO2 emission analyses of alkali-activated fly ash-slag mortars.J Clean Prod2024;442:141116

[24]

Li Y,Lin H.Optimization design for alkali-activated slag-fly ash geopolymer concrete based on artificial intelligence considering compressive strength, cost, and carbon emission.J Build Eng2023;75:106929

[25]

Orozco CR,Sugiyama T.Comparative environmental assessment of low and high CaO fly ash in mass concrete mixtures for enhanced sustainability: Impact of fly ash type and transportation.Environ Res2023;234:116579

[26]

Liu Z.Decarbonizing freight transportation: Joint optimization of intermodal service scheduling and cargo routing.Transp Res Part C Emerg Technol2026;184:105513

[27]

Jamora JB,Go AW,Loretero ME.Potential CO2 reduction and cost evaluation in use and transport of coal ash as cement replacement: a case in the Philippines.Waste Manag2020;103:137-45

[28]

O’brien KR,O’moore LM.Impact of fly ash content and fly ash transportation distance on embodied greenhouse gas emissions and water consumption in concrete.Int J Life Cycle Assess2009;14:621-9

[29]

Bajpai R,Srivastava A,Singh M.Environmental impact assessment of fly ash and silica fume based geopolymer concrete.J Clean Prod2020;254:120147

[30]

Wang JJ. Integrated life cycle design of fly ash reinforced concrete beam based on sustainability. Ph.D. Thesis. Beijing Jiaotong University, Beijing, 2019. (in Chinese). https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pBcnBAAmtksNJsYXt6ZYdtbNCcf3ye5GgasAywvAOR2mdqDudZ2MR6-CFQYg_EiqZn5lRSEmOk9W-MwxLnbGrRWQfckKPR2CgIU0DitcdAOo2XpU5wrK4m-YN5KFrMJxNVNQPF3caf3LUgMyL8VgT4z5T98XuXY3Eik9W74W0eh1cz_fof451gN&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[31]

Chen C,Bouzidi Y,Ventura A.LCA allocation procedure used as an incitative method for waste recycling: An application to mineral additions in concrete.Resour Conserv Recy2010;54:1231-40

[32]

Seto KE,Panesar DK.Influence of fly ash allocation approaches on the life cycle assessment of cement-based materials.J Clean Prod2017;157:65-75

[33]

Hafez H,Cheung WM.A systematic review of the discrepancies in life cycle assessments of green concrete.Appl Sci2019;9:4803

[34]

Zhang YR. Comprehensive evaluation of life cycle environmental impact of fly ash concrete. Ph.D. Thesis. Beijing Jiaotong University, Beijing. 2016. (in Chinese). https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pATy3vhy_QxzI3Kit-26NFGemwWTC0v4RkVWDTtcwhLzlHdE4aUx6w_xY3clSOS0R8cIey3TEIYmqYjfoxKJIo8pH2AlKFNm-HmTO8p3zA6Bx2X3CrV0D3JZe43HQmgMyta9G3TwwigdvOBnsnnCYFtqPLHezMqSj1q3uk_IfECVWgDvAne_g6S&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[35]

Schepper M, Van den Heede P, Van Driessche I, De Belie N. Life cycle assessment of completely recyclable concrete.Materials (Basel)2014;7:6010-27 PMCID:PMC5456176

[36]

Turk J,Mladenovič A.Environmental evaluation of green concretes versus conventional concrete by means of LCA.Waste Manag2015;45:194-205

[37]

Saade MRM,Gomes V.Appropriateness of environmental impact distribution methods to model blast furnace slag recycling in cement making.Resour Conserv Recy2015;99:40-7

[38]

Pan L. Optimization design of intelligent carbon-reduction mixture ratio for fly ash concrete and whole life cycle assessment of the bridge. Ph.D. Thesis. Beijing Jiaotong University, Beijing. 2025. (in Chinese). https://kns.cnki.net/kcms2/article/abstract?v=0dH_rU7swB8g9cAEWOf0ipfQGDN8uo6gswo-nVn6XXkovsmW9Vv63h_9wsD3tW50Lqzk2glwI9titYdMWkBG_uxqKPWrIFLZBW5Rqp1fsPtcUomYZdyDbz6YAQoh0Y_6Ng-DfPfdWCee6kzXl4DxTR4dmgXX2owuOfvcsQMCq4ygdOXTOlpuPh4KCI0qyDk6 (accessed 2026-09-20)

[39]

Cao JT,Wang SQ.Research on the link between China commodity price index and producer price index.Price: Theory and Practice2017:100-3

[40]

ISO. 2006a. ISO 14040: Environmental Management-Life Cycle Assessment-Principles and Framework. Switzerland: International Organization for Standardization. https://www.iso.org/standard/37456.html (accessed 2026-09-20)

[41]

ISO. 2006b. ISO 14044: Environmental Management-Life Cycle Assessment-Requirements and Guidelines. Switzerland: International Organization for Standardization. https://www.iso.org/standard/38498.html (accessed 2026-09-20)

[42]

Gursel AP. Life cycle assessment of concrete decision-support tool and case study application. University of California, Berkeley, 2014. https://webofscience.clarivate.cn/wos/alldb/full-record/PQDT:68589620 (accessed 2026-09-20)

[43]

Huang L,Yan J,Zhang H.Carbon footprint of oil products pipeline transportation.Sci Total Environ2021;783:146906

[44]

Visintin P,Bennett B.A large-scale life-cycle assessment of recycled aggregate concrete: The influence of functional unit, emissions allocation and carbon dioxide uptake.J Clean Prod2020;248:119243

[45]

National Bureau of Statistics (NBS). China Statistical Yearbook. 2021. https://www.stats.gov.cn/sj/ndsj/2021/indexch.htm (accessed 2026-09-20)

[46]

Wu AD.Why is the empty driving rate high in China’s logistics industry.China Natl Condit Strength2002;4:24

[47]

Cao J,Zhang WP,Zhang C. Study on developing mechanical properties of high fly ash content concrete with age. J Nanchang Inst Technol 2017;36:62-6.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pBHO695vlTUrN0iu8-tAo2Orcyxwm_nFPpeNyBPTxPqbAXPNaBU1I-b6InSHU0mcSWJetDqTDFtkUkFq9GGs1MGnkrU0BOQXkl8Q_H4z8O_YWsR0SwFfZak6FKHBxbU4ouctRRJXm-GGTCbjzUmprK2P8VM8LLslQZ58PqfeAm52A==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[48]

Cao Y. Research on shrinkage and cracking of fly ash concrete 20 to 70 degrees Celsius. Master Thesis. Harbin Institute of Technology, Harbin. 2011.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCcuZa0N0FZ1MROMUNfFWuuuDU8uGycwkSJCXHi6fS5R9tQ2ENfXP6hInfetiwAImdZYacTfzkkMlBQbapwWpPcPW9QFpGlltK0O5u-Q_RclehWX5nGDIWb1JNSdv1sveFPCu2pWNrI81vbjNHnkPymwa528a-jbYAryQkDyS-K2g==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[49]

Chen B. Guo LP. Investigation of drying shrinkage of high volume fly ash concrete. J Southeast Univ (Nat Sci Ed) 2007;2:334-8.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pA1Wp0_0Pex8gQDDDkShA6fzBeKHU8d0ZYmiokHZARZL-CollrHRbMZlJtCnkmPrTDMZpPWVv2cMMMUX9jUYUU9Z4IqCXYXu3RMSe6RzsS0C41nyE-81ppVkZ2T-53fP865CAxNciMbVBivp2zWu-xaSaC9DLQN-XJV67BT8K2XPg==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[50]

Deng ZK. Experimental analysis and BP neural network prediction of strength of fly ash concrete. Highw Traffic Technol (Appl Technol Ed) 2011;7: 205-208.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pB1ZY7LmFQWc7m9BY9cOvXqyAt_binG3LmEM6qZU-0OnUaes8ZoeYAOZKJSjBuXtNgiKeh83TQIekBXEAmujkBPfizPwEfa0jyNoBC4aku493twVHkVZ_vQbUOcyXue8wjfAJi1GXaS2LaqNZL3V7P7btaYWhs9KOJugXKtPvWQXg==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[51]

Huang C. Large quantity of fly ash concrete mechanics performance test and application. Yangtze River 2015;46:189-92.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCX3qbxAikefXQICgB3fkYEYfW18P2hN33joKDJNYHts1uhJS5jPwOFCWnaJdVGCRsNZfpMVb2al0itPvrUMrUhBCh7H5NwjZ8bQQG-CRd27icV__uHJj2ne9yMYfINPZ-QGWOwUn_DdhHJxmVtwGw3rBfqwS-QW8yiCuEQW-fNpw==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[52]

Li YQ,Song H. Effect of multi-mineral admixtures on mechanics properties of concrete. Concrete 2009:47-9.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCCWWBZlY2gviAQlJLPryCVhiktY090fX4mGqSlvpiNJaN4Zy1MCa5iEwY0DPmz3BNBpsl8vnwueooN1REHyf-3pudNkBVF4_nPFDFyLXyH56EhKnDJ162nS97_CjvJ7n0fwz4ItDVXz9rnX7A1ViJDfq5yi9jxOEvu1ax0CI7xJA==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[53]

Liu XL,Tian B. Experimental study on influence of grade II fly ash amount on heat-releasing performance and compression strength of concrete. Railway Eng 2015:166-9.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pB3scrIb1GmJQPxZBTRnYp5qaN9wJStrYScIlSA4TTrWwGyxEVGR3Vt8gmWSvLyp2Anbn8naYNDms-1lB5g4PH6lkLnpZ5zku0Eg_aUVoC4STPT578LoI1japo2-PjI4m0Ozpzi70tTVyFw_JecdoelUWm0wUAa-YVN30nGXjde1w==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[54]

Li GR. Study on frost resistance critical strength of high volume fly ash concrete. Fly Ash Compr Util 2019;2:61-4.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pANzO31fLpic-5HDf_lkyB51wFkgZTifWcQZTB4D7s-Wbj965aZob0Q6i4tV087JFXx5H54q3VpXiG7XFNV-QJBGK3H7u1IRCw5dqXjK_kz83ywVik0vltvrd7Eg_jRi8WNyxL4sXezmD07IPQar0uX1-WKidcVme1vkGt-6ppqeg==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[55]

Liu SH. Research on high fly-ash content concrete grade I and its application in deep inclined shaft lining. Master Thesis. Xinjiang Agricultural University, Urumqi‎, 2014.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCDbz42iGlpXS4qPC-IGEomvAYspywMTLKjsp5s04i7-LQNQ7GGU_4eKbDanQ5SpmHy21b1TKAL-WZS0JlopR9Uq4c0uWcSI27KoQWyBfTfz3h5KbdJKnVPQW3ixDnBourq_13e9Y4Ilg6qBlNUAnc2vF_pekfhaDWo6aOImbMn_L1lUBqgEDuo&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[56]

Liu YH. Study on carbonization resistance of concrete with large amount of fly ash. Henan Build Mater 2013;6:26-7.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pBbGMFKXX9EoDLp9JmozcUXfWqQSz6M2cjXCNF6ruUodZ4DPQ_QVy9lNjGUfQMNY6b7bI2S8fCfQmxNMX0oEipZkQH3zJfeZ0o1faGykiHiaHDO2GYz7U3pVXAPNlUmGgxL9ljcpCK-eNm9XoNgekf-houDcavwn2wq_wKI_Xhc_A==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[57]

Niu H. Study on high performance fly ash concrete and property prediction based on nonlinear method. Master Thesis. Shandong University of Science and Technology, Qingdao, 2005.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCR0pOsjcMeg6R6AyY7KJaEV48kDS62xsuupmzsqVFB2eHDhi43xJ9vJJ2wpHMYkebJChPGkPMkObIfLIiIsXqku1AEz9ghcO7oEHsjdb3YQ4imQSsR9q4JSXAjkbQdH0vO5yB1FslOrAy-WEZWnPDC-IF2swSpIRCkYIe-LKOdNg==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[58]

Pan L,Li K.Predicting compressive strength of green concrete using hybrid artificial neural network with genetic algorithm.Struct Concr2023;24:1980-96.

[59]

Su Y. Experimental study on hydraulic concrete with different fly ash content. Heilongjiang Hydraul Sci Technol 2023;51:23-6.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCJA8FayGJnvUXs15uVouoCkllmu7Wz_LrAguFapyOwzeCW8pz9BlFmfZfOFATGt0-z59FtWeYbxqNSIkT-4fqjfkugVnSMk92RqNJPesvxTYk48Hr-fp1G0V3VLuWE8Cwb6d70t1plhPrTrJbdDdrHJUNCSiSp75qp1-XIHn8amw==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[60]

Tan HAT,Wang XR. The mechanic research of high performance concrete with fly ash and furnace powder. Bull Chin Ceram Soc 2012;2:25-7.(in Chinese) URL:https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCrD279yrZ_Jk_yzMYYI23zONMzbYQ3cd6-dGlJzXrylf70ka8AKOMm-DY4G1yZ6laUfI08yNjVzWmgXVayAjVGJPgIKs8Jos5EoON89_ks71g10kLMiqbVFSRfhG5ZlKEFMg3WLpWqzAIJb6tgm6JavzkZpt4Aiuf5xTeGKGes8w==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[61]

Wang N. Effect of different curing conditions on carbonation resistance of fly ash concrete. Master Thesis. Zhejiang University of Technology, Hangzhou, 2014. (in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pAf8z3XdW4jVPsoisfFFOpAmkQlf-r8buum1urNq2imroRz0r412FzWaCSIBm9wugQmColIeuRRubylIyfke06q8w0rlFXXJntIaf0UGdEquSMZ0ED4VXYjdGGcotwHfVMBxnNy5kb2_3m_l_uY5wJphrV-4BhWSPGUQaCDWWh712eFUctZxxgH&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[62]

Zhou Y. Study on drying shrinkage of high volume fly ash concrete. Master Thesis. Northwest A&F University, Xianyang, 2010. (in Chinese). https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCZRqd9I5K2fLz5FW6R5iIfKAwtDWH8AJV0CVs7R9BVn9q4bkEUw-ZyWH4ldjdpm7bt0k7Jd6LoXOakf4mrUAfLOfIVXyY1AyqvbCE2tnQXc0rfUlF-9Ek5Qme8CZzBnhSqzRZREEIYqsUvbaXTeOdYE3kEP8W9Yy5EgCrrKfz5Yg==&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[63]

Zhang, C., 2012. Study on fly ash and cinder used as cement mixture and the influence of fly ash doage on the strength of concrete. Master Thesis. Xi’an University of Architecture and Technology, Xi’an, 2012.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pCThV_N02gOlg8ZSGRmSLbxYHKW_jWhyzoX8kJAt7kS70Q_Do9gbd-jw6IaAVcKcNFV9Z08PyHsvFbt9XhXoBCMO_nzwvabT9kkiK-0abMzLSpKQQFgZy9viGIlAkMJ2hNoe6g83-Pu_ObUQbvCLfTyDRmJSxEI2yUkJXwT6q63d9kY62UE_PRv&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[64]

Zhou SY. Experimental study on performance of mortar and concrete with high volume fly-ash. Master Thesis. North China University of Water Resources and Electric Power, Zhengzhou, 2020.(in Chinese) https://kns.cnki.net/kcms2/article/abstract?v=VKKkywmE6pA9HI_RDuj7_KcG80lGjxkMD86dXFRzP4bjj3BdJHl24m3Q8Id_WRyQ6R0WkWqOBu7zRvuGqGj0y_MEF1v7M-VOrvTsMCedD1sYy-A9ZwBqXsAwmclNfDg0_k0nPL0i_Uh4-6oFKBxhEOpC3VX_j7PaSMnouWdM-CwK6Qq56oKNP3L9AbXtjW7Q&uniplatform=NZKPT&language=CHS (accessed 2026-09-20)

[65]

Wang J,Shi C.Strength-based life cycle CO2 of fly ash concrete: Variation with common mix parameters.Constr Build Mater2024;411:134365

[66]

Shafigh P,Alengaram UJ,Jumaat MZ.Engineering properties of lightweight aggregate concrete containing limestone powder and high volume fly ash.J Clean Prod2016;135:148-57

[67]

Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MHURDPR). 2019. Building carbon emission calculation standard (GBT 51366-2019). China Construction Publishing Media Co., LTD, Beijing. http://zjj.panzhihua.gov.cn/ztzl/szsnjnljxc/4207183.shtml (accessed 2026-09-20)

PDF

0

Accesses

0

Citation

Detail

Sections
Recommended

/

〈 〉