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{"sheet":"LCI-annex","index":0,"n_rows":55,"n_cols":6,"rows_kept":55,"cut":false,"hidden":false,"merged":[[54,1,54,2],[51,3,54,3],[51,0,54,0],[2,3,45,3],[46,3,50,3],[53,1,53,2],[46,0,50,0],[49,1,49,2],[50,1,50,2],[2,0,7,0],[6,1,6,2],[7,1,7,2],[8,0,11,0],[10,1,10,2],[11,1,11,2],[12,0,16,0],[15,1,15,2],[16,1,16,2],[17,0,21,0],[20,1,20,2],[21,1,21,2],[0,0,0,4],[41,0,45,0],[44,1,44,2],[45,1,45,2],[32,0,36,0],[35,1,35,2],[36,1,36,2],[37,0,40,0],[39,1,39,2],[40,1,40,2],[22,0,26,0],[25,1,25,2],[26,1,26,2],[27,0,31,0],[30,1,30,2],[31,1,31,2]]}
["SI table S1"]
["Constituent","Source","Year","Unit","GWP (kg CO2e/unit)","Citation"]
["CEMI","Chiaia",2014,"kg",0.83,"Chiaia, B., Fantilli, A.P., Guerini, A., Volpatti, G. and Zampini, D., 2014. Eco-mechanical index for structural concrete. Construction and Building Materials, 67, pp.386-392."]
[null,"Garcia Segura",2014,null,0.81899999999999995,"Gutiérrez, A.S., Eras, J.J.C., Gaviria, C.A., Van Caneghem, J. and Vandecasteele, C., 2017. Improved selection of the functional unit in environmental impact assessment of cement. Journal of Cleaner Production, 168, pp.463-473."]
[null,"Rahla ",2019,null,0.888421052631579,"Rahla, K.M., Mateus, R. and Bragança, L., 2019. Comparative sustainability assessment of binary blended concretes using Supplementary Cementitious Materials (SCMs) and Ordinary Portland Cement (OPC). Journal of Cleaner Production, 220, pp.445-459."]
[null,"Sandanayake ",2018,null,0.86315789473684212,"Sandanayake, M., Lokuge, W., Zhang, G., Setunge, S. and Thushar, Q., 2018. Greenhouse gas emissions during timber and concrete building construction—A scenario based comparative case study. Sustainable cities and society, 38, pp.91-97."]
[null,"Mean",null,null,{"$f":"AVERAGE(E3:E6)","v":0.85014473684210534}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E3:E6)","v":3.1676614319349934E-2}]
["Gypsum","Suarez",2016,null,3.9E-2,"Suárez, S., Roca, X. and Gasso, S., 2016. Product-specific life cycle assessment of recycled gypsum as a replacement for natural gypsum in ordinary Portland cement: application to the Spanish context. Journal of cleaner production, 117, pp.150-159."]
[null,"Pedreno-Rojas",2020,null,6.9000000000000006E-2,"Pedreño-Rojas, M.A., Fořt, J., Černý, R. and Rubio-de-Hita, P., 2020. Life cycle assessment of natural and recycled gypsum production in the Spanish context. Journal of Cleaner Production, 253, p.120056."]
[null,"Mean",null,null,{"$f":"AVERAGE(E9:E10)","v":5.4000000000000006E-2}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E9:E10)","v":2.1213203435596403E-2}]
["Limestone filler","Radovic",2023,null,0.121,"Radović, A., Hafez, H., Tošić, N., Marinković, S. and de la Fuente, A., 2022. ECO2 framework assessment of limestone powder concrete slabs and columns. Journal of Building Engineering, 57, p.104928."]
[null,"Habert",2011,null,3.5099999999999999E-2,"Habert, G., De Lacaillerie, J.D.E. and Roussel, N., 2011. An environmental evaluation of geopolymer based concrete production: reviewing current research trends. Journal of cleaner production, 19(11), pp.1229-1238."]
[null,"Chiaia",2014,null,0.02,"Chiaia, B., Fantilli, A.P., Guerini, A., Volpatti, G. and Zampini, D., 2014. Eco-mechanical index for structural concrete. Construction and Building Materials, 67, pp.386-392."]
[null,"Mean",null,null,{"$f":"AVERAGE(E13:E15)","v":5.8699999999999995E-2}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E13:E15)","v":5.4479078553147368E-2}]
["Calcined clay","Pillai",2019,null,0.127,"Pillai, R.G., Gettu, R., Santhanam, M., Rengaraju, S., Dhandapani, Y., Rathnarajan, S. and Basavaraj, A.S., 2019. Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3). Cement and Concrete Research, 118, pp.111-119."]
[null,"Jones ",2011,null,0.311,"Jones, R., McCarthy, M. and Newlands, M., 2011, May. Fly ash route to low embodied CO2 and implications for concrete construction. In World of Coal Ash (WOCA) Conference (pp. 1-14)."]
[null,"Basavaraj",2023,null,0.25800000000000001,"Basavaraj, A.S., Muni, H., Dhandapani, Y., Gettu, R. and Santhanam, M., 2023. Limestone-Calcined Clay (LC2) as a supplementary cementitious material for concrete. RILEM Technical Letters, 8, pp.12-22."]
[null,"Mean",null,null,{"$f":"AVERAGE(E18:E20)","v":0.23199999999999998}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E18:E20)","v":9.4715363062177094E-2}]
["Coarse Agg","Bisawas ",2017,null,5.0000000000000001E-3,"Biswas, W.K., Alhorr, Y., Lawania, K.K., Sarker, P.K. and Elsarrag, E., 2017. Life cycle assessment for environmental product declaration of concrete in the Gulf States. Sustainable Cities and Society, 35, pp.36-46."]
[null,"Habert",2011,null,4.2900000000000004E-3,"Habert, G., De Lacaillerie, J.D.E. and Roussel, N., 2011. An environmental evaluation of geopolymer based concrete production: reviewing current research trends. Journal of cleaner production, 19(11), pp.1229-1238."]
[null,"Kurda",2017,null,2.8999999999999998E-3,"Kurad, R., Silvestre, J.D., de Brito, J. and Ahmed, H., 2017. Effect of incorporation of high volume of recycled concrete aggregates and fly ash on the strength and global warming potential of concrete. Journal of Cleaner Production, 166, pp.485-502."]
[null,"Mean",null,null,{"$f":"AVERAGE(E23:E25)","v":4.0633333333333329E-3}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E23:E25)","v":1.0681916182658118E-3}]
["Fine Agg","Al-Ayish ",2018,null,2E-3,"Al-Ayish, N., During, O., Malaga, K., Silva, N. and Gudmundsson, K., 2018. The influence of supplementary cementitious materials on climate impact of concrete bridges exposed to chlorides. Construction and Building Materials, 188, pp.391-398."]
[null,"Walach",2020,null,3.0999999999999999E-3,"Wałach, D., 2020, December. Economic and environmental assessment of new generation concretes. In IOP Conference Series: Materials Science and Engineering (Vol. 960, No. 4, p. 042013). IOP Publishing."]
[null,"Biswas ",2017,null,2E-3,"Biswas, W.K., Alhorr, Y., Lawania, K.K., Sarker, P.K. and Elsarrag, E., 2017. Life cycle assessment for environmental product declaration of concrete in the Gulf States. Sustainable Cities and Society, 35, pp.36-46."]
[null,"Mean",null,null,{"$f":"AVERAGE(E28:E30)","v":2.3666666666666667E-3}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E28:E30)","v":6.3508529610858825E-4}]
["Super Plasticizers","Bisawas ",2017,null,1.1299999999999999,"Biswas, W.K., Alhorr, Y., Lawania, K.K., Sarker, P.K. and Elsarrag, E., 2017. Life cycle assessment for environmental product declaration of concrete in the Gulf States. Sustainable Cities and Society, 35, pp.36-46."]
[null,"Muller",2014,null,0.94399999999999995,"Müller, H.S., Haist, M. and Vogel, M., 2014. Assessment of the sustainability potential of concrete and concrete structures considering their environmental impact, performance and lifetime. Construction and Building Materials, 67, pp.321-337."]
[null,"Schiefer",2023,null,0.9,"Schiefer, C. and Plank, J., 2023. On the CO2 footprint of polycarboxylate superplasticizers (PCEs) and its impact on the eco balance of concrete. Construction and Building Materials, 409, p.133944."]
[null,"Mean",null,null,{"$f":"AVERAGE(E33:E35)","v":0.99133333333333329}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E33:E35)","v":0.12208740038731904}]
["Water","Habert",2011,null,1.55E-4,"Habert, G., De Lacaillerie, J.D.E. and Roussel, N., 2011. An environmental evaluation of geopolymer based concrete production: reviewing current research trends. Journal of cleaner production, 19(11), pp.1229-1238."]
[null,"Walach",2018,null,5.6999999999999998E-4,"Wałach, D., 2020, December. Economic and environmental assessment of new generation concretes. In IOP Conference Series: Materials Science and Engineering (Vol. 960, No. 4, p. 042013). IOP Publishing."]
[null,"Mean",null,null,{"$f":"AVERAGE(E38:E39)","v":3.6249999999999998E-4}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E38:E39)","v":2.9344931419241719E-4}]
["Steel","Garcia-Segura",2014,null,0.92,"García-Segura, T., Yepes, V. and Alcalá, J., 2014. Life cycle greenhouse gas emissions of blended cement concrete including carbonation and durability. The International Journal of Life Cycle Assessment, 19, pp.3-12."]
[null,"Biswas ",2017,null,1.47,"Biswas, W.K., Alhorr, Y., Lawania, K.K., Sarker, P.K. and Elsarrag, E., 2017. Life cycle assessment for environmental product declaration of concrete in the Gulf States. Sustainable Cities and Society, 35, pp.36-46."]
[null,"Proske",2014,null,0.86,"Proske, T., Hainer, S., Rezvani, M. and Graubner, C.A., 2014. Eco-friendly concretes with reduced water and cement content–Mix design principles and application in practice. Construction and Building Materials, 67, pp.413-421."]
[null,"Mean",null,null,{"$f":"AVERAGE(E42:E44)","v":1.0833333333333333}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E42:E44)","v":0.33620430296671261}]
["Large truck","Chiaia",2014,"t.km",0.13600000000000001,"Chiaia, B., Fantilli, A.P., Guerini, A., Volpatti, G. and Zampini, D., 2014. Eco-mechanical index for structural concrete. Construction and Building Materials, 67, pp.386-392."]
[null,"Colangelo",2018,null,0.80473300000000003,"Colangelo, F., Forcina, A., Farina, I. and Petrillo, A., 2018. Life cycle assessment (LCA) of different kinds of concrete containing waste for sustainable construction. Buildings, 8(5), p.70."]
[null,"Tosic",2015,null,0.40611499999999995,"Tošić, N., Marinković, S., Dašić, T. and Stanić, M., 2015. Multicriteria optimization of natural and recycled aggregate concrete for structural use. Journal of cleaner production, 87, pp.766-776."]
[null,"Mean",null,null,{"$f":"AVERAGE(E47:E49)","v":0.44894933333333337}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E47:E49)","v":0.33641795642672423}]
["Energy for concrete mixing and casting","Garcez",2018,"m3 of concrete",2.6309999999999998,"Garcez, M.R., Rohden, A.B. and de Godoy, L.G.G., 2018. The role of concrete compressive strength on the service life and life cycle of a RC structure: Case study. Journal of cleaner production, 172, pp.27-38."]
[null,"Daumann",2009,null,2.0009999999999999,"Daumann, B., Anlauf, H. and Nirschl, H., 2009. Determination of the energy consumption during the production of various concrete recipes. Cement and concrete research, 39(7), pp.590-599."]
[null,"Mean",null,null,{"$f":"AVERAGE(E52:E53)","v":2.3159999999999998}]
[null,"Standard deviation",null,null,{"$f":"_xlfn.STDEV.S(E52:E53)","v":0.44547727214752419}]

{"sheet":"Data","index":1,"n_rows":27,"n_cols":20,"rows_kept":27,"cut":false,"hidden":false,"merged":[[0,0,0,3],[1,2,1,7],[1,18,1,19],[1,11,1,15],[1,0,2,1],[1,17,2,17],[1,10,2,10],[1,9,2,9],[1,8,2,8]]}
["SI table S2"]
[null,null,"Parameters",null,null,null,null,null,"b (mm)","d (mm)","h (mm)","Load",null,null,null,null,"Reinforcement","L (mm)","Quantities"]
[null,null,"Binder","fcm (MPa)","feq,ctk,I (MPa)","feq,ctk,II (MPa)","feq,ctd (MPa)","L/d",null,null,null,"gsw (N/mm')","Δg (N/mm')","q (N/mm')","ψ2","qEd (N/mm')","As (mm2)",null,"Concrete (m3/m2)","Reinforcement (kg/m2)"]
[1,"p","PC-0F",56.9,0,0,0,20,1000,175,{"$f":"IF(B4=\"p\",J4+25,J4+40)","v":200},{"$f":"25*K4/1000","v":5},3,3,0.3,{"$f":"1.35*(L4+M4)+1.5*N4","v":15.3},409,{"$f":"J4*H4","v":3500},{"$f":"K4/1000","v":0.2},{"$f":"1.2*(Q4/10^6)*7850","v":3.8527800000000001}]
[{"$f":"A4+1","v":2},"p","PC-0F",56.9,0,0,0,25,1000,175,200,5,3,3,0.3,15.3,493,4375,0.2,4.6440599999999996]
[3,"p","PC-0F",56.9,0,0,0,20,1000,325,350,8.75,3,3,0.3,20.362500000000001,779,6500,0.35,7.3381799999999995]
[4,"p","PC-0F",56.9,0,0,0,25,1000,325,350,8.75,3,3,0.3,20.362500000000001,1228,8125,0.35,11.567759999999998]
[5,"l","LC3-0F - 1.05d",49.1,0,0,0,{"$f":"R8/J8","v":18.918918918918919},1000,{"$f":"ROUNDUP(1.05*J4/5,0)*5","v":185},225,5.625,3,3,0.3,{"$f":"1.35*(L8+M8)+1.5*N8","v":16.143750000000001},387,{"$f":"R4","v":3500},0.22500000000000001,3.6455399999999996]
[6,"l","LC3-0F - 1.05d",49.1,0,0,0,{"$f":"R9/J9","v":23.648648648648649},1000,{"$f":"ROUNDUP(1.05*J5/5,0)*5","v":185},225,5.625,3,3,0.3,16.143750000000001,552,{"$f":"R5","v":4375},0.22500000000000001,5.19984]
[7,"l","LC3-0F - 1.05d",49.1,0,0,0,{"$f":"R10/J10","v":18.840579710144926},1000,{"$f":"ROUNDUP(1.05*J6/5,0)*5","v":345},385,9.625,3,3,0.3,21.543750000000003,876,{"$f":"R6","v":6500},0.38500000000000001,8.2519200000000001]
[8,"l","LC3-0F - 1.05d",49.1,0,0,0,23.55072463768116,1000,{"$f":"ROUNDUP(1.05*J7/5,0)*5","v":345},385,9.625,3,3,0.3,21.543750000000003,1393,{"$f":"R7","v":8125},0.38500000000000001,13.122059999999999]
[9,"l","LC3-0F - 1.15As",49.1,0,0,0,20,1000,{"$f":"J4","v":175},215,5.375,3,3,0.3,{"$f":"1.35*(L12+M12)+1.5*N12","v":15.80625},366,{"$f":"J12*H12","v":3500},0.215,3.4477199999999999]
[10,"l","LC3-0F - 1.15As",49.1,0,0,0,25,1000,{"$f":"J5","v":175},215,5.375,3,3,0.3,15.80625,512,4375,0.215,4.8230399999999998]
[11,"l","LC3-0F - 1.15As",49.1,0,0,0,20,1000,{"$f":"J6","v":325},365,9.125,3,3,0.3,20.868750000000002,800,6500,0.36499999999999999,7.5360000000000005]
[12,"l","LC3-0F - 1.15As",49.1,0,0,0,25,1000,{"$f":"J7","v":325},365,9.125,3,3,0.3,20.868750000000002,1268,8125,0.36499999999999999,11.944559999999999]
[13,"p","PC-SF",65.8,2.27,1.63,{"$f":"F16*0.85*(1-(K16-150)*0.2/450)/1.25","v":1.0837688888888888},20,1000,175,200,{"$f":"25*K16/1000","v":5},3,3,0.3,{"$f":"1.35*(L16+M16)+1.5*N16","v":15.3},{"$f":"445/2","v":222.5},3500,0.2,2.0959499999999998]
[14,"p","PC-SF",65.8,2.27,1.63,1.0837688888888888,25,1000,175,200,5,3,3,0.3,15.3,228,4375,0.2,2.1477599999999999]
[15,"p","PC-SF",65.8,2.27,1.63,1.0098755555555554,20,1000,325,350,8.75,3,3,0.3,20.362500000000001,{"$f":"826/2","v":413},6500,0.35,3.89046]
[16,"p","PC-SF",65.8,2.27,1.63,1.0098755555555554,25,1000,325,350,8.75,3,3,0.3,20.362500000000001,817,8125,0.35,7.6961399999999998]
[17,"l","LC3-SF - 1.05d",58,2.02,1.1399999999999999,0.74935999999999992,{"$f":"R20/J20","v":18.918918918918919},1000,{"$f":"ROUNDUP(1.05*J16/5,0)*5","v":185},225,5.625,3,3,0.3,{"$f":"1.35*(L20+M20)+1.5*N20","v":16.143750000000001},{"$f":"432/2","v":216},{"$f":"R16","v":3500},0.22500000000000001,2.0347199999999996]
[18,"l","LC3-SF - 1.05d",58,2.02,1.1399999999999999,0.74935999999999992,23.648648648648649,1000,{"$f":"ROUNDUP(1.05*J17/5,0)*5","v":185},225,5.625,3,3,0.3,16.143750000000001,329,{"$f":"R17","v":4375},0.22500000000000001,3.0991799999999996]
[19,"l","LC3-SF - 1.05d",58,2.02,1.1399999999999999,0.69423466666666656,18.840579710144926,1000,{"$f":"ROUNDUP(1.05*J18/5,0)*5","v":345},385,9.625,3,3,0.3,21.543750000000003,556,{"$f":"R18","v":6500},0.38500000000000001,5.23752]
[20,"l","LC3-SF - 1.05d",58,2.02,1.1399999999999999,0.69423466666666656,23.55072463768116,1000,{"$f":"ROUNDUP(1.05*J19/5,0)*5","v":345},385,9.625,3,3,0.3,21.543750000000003,1056,{"$f":"R19","v":8125},0.38500000000000001,9.9475200000000008]
[21,"l","LC3-SF - 1.15As",58,2.02,1.1399999999999999,0.75280533333333322,20,1000,{"$f":"J16","v":175},215,5.375,3,3,0.3,{"$f":"1.35*(L24+M24)+1.5*N24","v":15.80625},{"$f":"409/2","v":204.5},{"$f":"J24*H24","v":3500},0.215,1.92639]
[22,"l","LC3-SF - 1.15As",58,2.02,1.1399999999999999,0.75280533333333322,25,1000,{"$f":"J17","v":175},215,5.375,3,3,0.3,15.80625,297,4375,0.215,2.7977400000000001]
[23,"l","LC3-SF - 1.15As",58,2.02,1.1399999999999999,0.70112533333333316,20,1000,{"$f":"J18","v":325},365,9.125,3,3,0.3,20.868750000000002,494,6500,0.36499999999999999,4.6534800000000001]
[24,"l","LC3-SF - 1.15As",58,2.02,1.1399999999999999,0.70112533333333316,25,1000,{"$f":"J19","v":325},365,9.125,3,3,0.3,20.868750000000002,950,8125,0.36499999999999999,8.9489999999999998]

{"sheet":"LCA","index":2,"n_rows":45,"n_cols":24,"rows_kept":45,"cut":false,"hidden":false,"merged":[[29,0,30,0],[29,2,30,2],[1,2,1,4],[1,0,4,0],[1,1,4,1],[2,2,2,4],[3,2,3,3],[16,1,26,1],[42,0,44,0],[42,1,44,1],[33,0,35,0],[33,1,35,1],[36,0,38,0],[36,1,38,1],[39,0,41,0],[39,1,41,1],[0,0,0,2],[15,15,15,18],[5,1,13,1],[15,7,15,10],[15,11,15,14],[15,0,15,1]]}
["SI table S3"]
["Constituent","Unit","GWP"]
[null,null,"kg CO2 eq"]
[null,null,"A1 module",null,"A1-A2 modules"]
[null,null,"average","St.dev","average"]
["CEM I 52.5 N","/kg",{"$f":"'LCI-annex'!E7","v":0.85014473684210534},{"$f":"'LCI-annex'!E8","v":3.1676614319349934E-2},{"$f":"C6+'LCI-annex'!$E$50*50/1000","v":0.87259220350877198}]
["Calcined Clay",null,{"$f":"'LCI-annex'!E21","v":0.23199999999999998},{"$f":"'LCI-annex'!E20","v":0.25800000000000001},{"$f":"C7+'LCI-annex'!$E$50*50/1000","v":0.25444746666666662}]
["Limestone",null,{"$f":"'LCI-annex'!E16","v":5.8699999999999995E-2},{"$f":"'LCI-annex'!E15","v":0.02},{"$f":"C8+'LCI-annex'!$E$50*50/1000","v":8.1147466666666668E-2}]
["Gypsum",null,{"$f":"'LCI-annex'!E11","v":5.4000000000000006E-2},{"$f":"'LCI-annex'!E10","v":6.9000000000000006E-2},{"$f":"C9+'LCI-annex'!$E$50*50/1000","v":7.6447466666666672E-2}]
["Super Plasticizers",null,{"$f":"'LCI-annex'!E36","v":0.99133333333333329},{"$f":"'LCI-annex'!E35","v":0.9},{"$f":"C10+'LCI-annex'!$E$50*50/1000","v":1.0137807999999999}]
["Water",null,{"$f":"'LCI-annex'!E40","v":3.6249999999999998E-4},{"$f":"'LCI-annex'!E39","v":5.6999999999999998E-4},{"$f":"C11+'LCI-annex'!$E$50*50/1000","v":2.2809966666666667E-2}]
["Steel",null,{"$f":"'LCI-annex'!E45","v":1.0833333333333333},{"$f":"'LCI-annex'!E44","v":0.86},{"$f":"C12+'LCI-annex'!$E$50*50/1000","v":1.1057808}]
["Fine Aggregates",null,{"$f":"'LCI-annex'!E31","v":2.3666666666666667E-3},{"$f":"'LCI-annex'!E30","v":2E-3},{"$f":"C13+'LCI-annex'!$E$50*50/1000","v":2.4814133333333332E-2}]
["Coarse Aggregates",null,{"$f":"'LCI-annex'!E26","v":4.0633333333333329E-3},{"$f":"'LCI-annex'!E25","v":2.8999999999999998E-3},{"$f":"C14+'LCI-annex'!$E$50*50/1000","v":2.6510799999999998E-2}]
[null,null,null,null,null,null,null,"PC-0F","PC-SF","LC3-0F","LC3-SF","PC-0F","PC-SF","LC3-0F","LC3-SF","PC-0F","PC-SF","LC3-0F","LC3-SF"]
[null,null,"PC-0F","PC-SF","LC3-0F","LC3-SF",null," average kg CO2/m2 of slab",null,null,null,"%",null,null,null,"error kg CO2/m2 of slab"]
["CEM I 52.5 N","kg/ m3",300,300,159,159,"CEM I 52.5 N",{"$f":"$C$6*C17*E34","v":51.008684210526326},{"$f":"$C$6*D17*F34","v":51.008684210526326},{"$f":"$C$6*E17*G34","v":29.062197828947372},{"$f":"$C$6*F17*H34","v":29.062197828947372},{"$f":"H17/$H$27","v":0.90442563708014745},{"$f":"I17/$I$27","v":0.74081316319043689},{"$f":"J17/$J$27","v":0.73497138874378665},{"$f":"K17/$K$27","v":0.54698097491562991},-0.85103778056887336,-0.85103778056883783,-0.48487877547909264,-0.48487877547909264]
["Calcined Clay",null,0,0,90,90,"Calcined Clay",{"$f":"$C$7*C18*E34","v":0},{"$f":"$C$7*D18*F34","v":0},{"$f":"$C$7*E18*G34","v":4.4891999999999994},{"$f":"$C$7*F18*H34","v":4.4891999999999994},{"$f":"H18/$H$27","v":0},{"$f":"I18/$I$27","v":0},{"$f":"J18/$J$27","v":0.11353007703575017},{"$f":"K18/$K$27","v":8.4491441667410308E-2},0,0,1.8327422752531266,1.8327422752531266]
["Limestone",null,0,0,45,45,"Limestone",{"$f":"$C$8*C19*E34","v":0},{"$f":"$C$8*D19*F34","v":0},{"$f":"$C$8*E19*G34","v":0.56792249999999989},{"$f":"$C$8*F19*H34","v":0.56792249999999989},0,0,1.4362533452583048E-2,1.0688895745424535E-2,0,0,0.54723161726812564,0.54723161726812564]
["Gypsum",null,0,0,6,6,"Gypsum",{"$f":"$C$9*C20*E34","v":0},{"$f":"$C$9*D20*F34","v":0},{"$f":"$C$9*E20*G34","v":6.9660000000000014E-2},{"$f":"$C$9*F20*H34","v":6.9660000000000014E-2},0,0,1.7616736091754343E-3,1.3110740948391259E-3,0,0,2.7365032431919373E-2,2.7365032431919373E-2]
["Super Plasticizers",null,0,6.9,1.5,7.5,"Superplasticizers",{"$f":"$C$10*C21*E34","v":0},{"$f":"$C$10*D21*F34","v":1.3680400000000001},{"$f":"$C$10*E21*G34","v":0.31970499999999996},{"$f":"$C$10*F21*H34","v":1.598525},0,1.9868421533639637E-2,8.0852119038391044E-3,3.0085913256570673E-2,0,0.22013038917739358,5.1443514862108242E-2,0.25721757431054137]
["Water",null,150,150,150,150,"Water",{"$f":"$C$11*C22*E34","v":1.0874999999999999E-2},{"$f":"$C$11*D22*F34","v":1.0874999999999999E-2},{"$f":"$C$11*E22*G34","v":1.1690624999999998E-2},{"$f":"$C$11*F22*H34","v":1.1690624999999998E-2},1.9282263315502048E-4,1.579406188257149E-4,2.9565124228059941E-4,2.2002979600888099E-4,8.8034794257725157E-3,8.8034794257725157E-3,9.4637403827054524E-3,9.4637403827054524E-3]
["Steel fibres",null,0,60,0,60,"Steel fibres",{"$f":"$C$12*C23*E34","v":0},{"$f":"$C$12*D23*F34","v":13},{"$f":"$C$12*E23*G34","v":0},{"$f":"$C$12*F23*H34","v":13.975},0,0.18880257882614196,0,0.26302412396463937,0,4.0344516356005506,0,4.337035508270592]
["Sand 0/4",null,770,760,760,755,"Fine Aggregates",{"$f":"$C$13*C24*E34","v":0.36446666666666672},{"$f":"$C$13*D24*F34","v":0.35973333333333335},{"$f":"$C$13*E24*G34","v":0.3867133333333333},{"$f":"$C$13*F24*H34","v":0.38416916666666667},6.4622917116229717E-3,5.2245062325428828E-3,9.7798259208957197E-3,7.2304657257048687E-3,0.11633763767055208,0.11482675925924615,0.1234387662036896,0.12262666905761271,{"$f":"C24/SUM($C$24:$C$27)","v":0.4265927977839335},{"$f":"D24/SUM($C$24:$C$27)","v":0.42105263157894735},{"$f":"E24/SUM($C$24:$C$27)","v":0.42105263157894735},{"$f":"F24/SUM($C$24:$C$27)","v":0.4182825484764543},1]
["Fine gravel 4/8",null,230,225,225,220,"Coarse Aggregates",{"$f":"$C$14*(C25+C26+C27)*E34","v":0.84111000000000002},{"$f":"$C$14*(D25+D26+D27)*F34","v":0.83704666666666661},{"$f":"$C$14*(E25+E26+E27)*G34","v":0.89982516666666656},{"$f":"$C$14*(F25+F26+F27)*H34","v":0.88672091666666653},1.4913567353840855E-2,1.2156659174191746E-2,2.2756219480168718E-2,1.6689015549722502E-2,0.22111566498102309,0.22004747336275721,0.23655103386496401,0.23310611589605679,{"$f":"C25/SUM($C$24:$C$27)","v":0.12742382271468145},0.12465373961218837,0.12465373961218837,0.12188365650969529,{"$f":"T25/$T$24","v":0.29870129870129875}]
["Coarse gravel 8/16",null,375,375,375,370,"Steel rebars",{"$f":"E35*C12","v":4.173845},{"$f":"F35*C12","v":2.2706124999999995},{"$f":"G35*C12","v":3.7350299999999996},{"$f":"H35*C12","v":2.0869225},7.4005681221233702E-2,3.2976730424221015E-2,9.445741861152053E-2,3.9278065284049743E-2,1.2953212143840909,0.7046674088030811,1.1591382994243942,0.64766060719204543,0.2077562326869806,0.2077562326869806,0.2077562326869806,0.20498614958448755,{"$f":"T26/$T$24","v":0.48701298701298701}]
["Coarser gravel 16/32",null,430,430,430,425,"Total",{"$f":"SUM(H17:H26)","v":56.39898087719299},{"$f":"SUM(I17:I26)","v":68.854991710526335},{"$f":"SUM(J17:J26)","v":39.541944453947373},53.132008537280711,{"$f":"SUM(L17:L26)","v":1},{"$f":"SUM(M17:M26)","v":0.99999999999999978},{"$f":"SUM(N17:N26)","v":1},{"$f":"SUM(O17:O26)","v":0.99999999999999989},0.79054021589256518,4.4518893650599631,3.5024955042119403,7.5295703645836323,0.23822714681440443,0.23822714681440443,0.23822714681440443,0.23545706371191136,{"$f":"T27/$T$24","v":0.55844155844155852}]
[]
[null,null,"per m3","OPC","OPC-SF","LC3","LC3-SF"]
["GWP (A1-A3)","average","kg CO2 eq",{"$f":"C17*$E$6+C18*$E$7+C19*$E$8+C20*$E$9+C21*$E$10+C22*$E$11+C23*$E$12+C24*$E$13+SUM(C25:C27)*$E$14+'LCI-annex'!$E$54","v":314.06071671929817},{"$f":"D17*$E$6+D18*$E$7+D19*$E$8+D20*$E$9+D21*$E$10+D22*$E$11+D23*$E$12+D24*$E$13+SUM(D25:D27)*$E$14+'LCI-annex'!$E$54","v":387.02195690596488},{"$f":"E17*$E$6+E18*$E$7+E19*$E$8+E20*$E$9+E21*$E$10+E22*$E$11+E23*$E$12+E24*$E$13+SUM(E25:E27)*$E$14+'LCI-annex'!$E$54","v":219.17578469122807},{"$f":"F17*$E$6+F18*$E$7+F19*$E$8+F20*$E$9+F21*$E$10+F22*$E$11+F23*$E$12+F24*$E$13+SUM(F25:F27)*$E$14+'LCI-annex'!$E$54","v":291.08358482456134}]
[null,"St.dev",null,{"$f":"SQRT(C17*$D$6*$D$6+C18*$D$7*$D$7+C19*$D$8*$D$8+C20*$D$9*$D$9+C21*$D$10*$D$10+C22*$D$11*$D$11+C23*$D$12*$D$12+C24*$D$13*$D$13+SUM(C25:C27)*$D$14*$D$14+'LCI-annex'!$E$55)","v":0.87082301621430391},{"$f":"SQRT(D17*$D$6*$D$6+D18*$D$7*$D$7+D19*$D$8*$D$8+D20*$D$9*$D$9+D21*$D$10*$D$10+D22*$D$11*$D$11+D23*$D$12*$D$12+D24*$D$13*$D$13+SUM(D25:D27)*$D$14*$D$14+'LCI-annex'!$E$55)","v":7.1220257424112541},{"$f":"SQRT(E17*$D$6*$D$6+E18*$D$7*$D$7+E19*$D$8*$D$8+E20*$D$9*$D$9+E21*$D$10*$D$10+E22*$D$11*$D$11+E23*$D$12*$D$12+E24*$D$13*$D$13+SUM(E25:E27)*$D$14*$D$14+'LCI-annex'!$E$55)","v":2.8051909315429282},{"$f":"SQRT(F17*$D$6*$D$6+F18*$D$7*$D$7+F19*$D$8*$D$8+F20*$D$9*$D$9+F21*$D$10*$D$10+F22*$D$11*$D$11+F23*$D$12*$D$12+F24*$D$13*$D$13+SUM(F25:F27)*$D$14*$D$14+'LCI-annex'!$E$55)","v":7.5567817232212464}]
[]
["Scenario","L(mm)","Indicator","Unit/FU (m2)","OPC","OPC-SF","LC3","LC3-SF"]
[1,3500,"Concrete volume","m3",{"$f":"Data!S4","v":0.2},{"$f":"Data!S16","v":0.2},{"$f":"Data!S12","v":0.215},{"$f":"Data!S24","v":0.215}]
[null,null,"Steel reinforcement","kg",{"$f":"Data!T4","v":3.8527800000000001},{"$f":"Data!T16","v":2.0959499999999998},{"$f":"Data!T12","v":3.4477199999999999},{"$f":"Data!T24","v":1.92639}]
[null,null,"GWP","kg CO2",{"$f":"D30*E34+$E$12*E35","v":67.072473494483631},{"$f":"E30*F34+$E$12*F35","v":79.722052648952982},50.935216288390031,64.713135812592697]
[2,4375,"Concrete volume","m3",{"$f":"Data!S5","v":0.2},{"$f":"Data!S17","v":0.2},{"$f":"Data!S13","v":0.215},{"$f":"Data!S25","v":0.215}]
[null,null,"Steel reinforcement","kg",{"$f":"Data!T5","v":4.6440599999999996},{"$f":"Data!T17","v":2.1477599999999999},{"$f":"Data!T13","v":4.8230399999999998},{"$f":"Data!T25","v":2.7977400000000001}]
[null,null,"GWP","kg CO2",{"$f":"D30*E37+$E$12*E38","v":67.947455725907645},{"$f":"E30*F37+$E$12*F38","v":79.77934315220098},{"$f":"F30*G37+$E$12*G38","v":52.45601873824603},{"$f":"G30*H37+$E$12*H38","v":65.676657912672695}]
[3,6500,"Concrete volume","m3",{"$f":"Data!S6","v":0.35},{"$f":"Data!S18","v":0.35},{"$f":"Data!S14","v":0.36499999999999999},{"$f":"Data!S26","v":0.36499999999999999}]
[null,null,"Steel reinforcement","kg",{"$f":"Data!T6","v":7.3381799999999995},{"$f":"Data!T18","v":3.89046},{"$f":"Data!T14","v":7.5360000000000005},{"$f":"Data!T26","v":4.6534800000000001}]
[null,null,"GWP","kg CO2",{"$f":"D30*E40+$E$12*E41","v":118.03566940269835},{"$f":"E30*F40+$E$12*F41","v":139.7596808882557},{"$f":"F30*G40+$E$12*G41","v":88.332325521098255},{"$f":"G30*H40+$E$12*H41","v":111.39123729814888}]
[4,8125,"Concrete volume","m3",{"$f":"Data!S7","v":0.35},{"$f":"Data!S19","v":0.35},{"$f":"Data!S15","v":0.36499999999999999},{"$f":"Data!S27","v":0.36499999999999999}]
[null,null,"Steel reinforcement","kg",{"$f":"Data!T7","v":11.567759999999998},{"$f":"Data!T19","v":7.6961399999999998},{"$f":"Data!T15","v":11.944559999999999},{"$f":"Data!T27","v":8.9489999999999998}]
[null,null,"GWP","kg CO2",{"$f":"D30*E43+$E$12*E44","v":122.71265775876235},{"$f":"E30*F43+$E$12*F44","v":143.96792876319969},{"$f":"F30*G43+$E$12*G44","v":93.207226524746247},{"$f":"G30*H43+$E$12*H44","v":116.14114084016488}]

{"sheet":"Discussions","index":3,"n_rows":47,"n_cols":23,"rows_kept":47,"cut":false,"hidden":false,"merged":[[44,1,46,1],[11,0,19,0],[29,0,37,0],[29,1,31,1],[17,1,19,1],[20,1,22,1],[38,0,46,0],[20,0,28,0],[26,1,28,1],[41,1,43,1],[42,3,43,3],[23,1,25,1],[24,3,25,3],[35,1,37,1],[30,3,31,3],[38,1,40,1],[39,3,40,3],[32,1,34,1],[2,0,10,0],[21,3,22,3],[8,1,10,1],[0,0,0,3],[33,3,34,3],[2,1,4,1],[3,3,4,3],[5,1,7,1],[11,1,13,1],[12,3,13,3],[6,3,7,3],[14,1,16,1],[15,3,16,3]]}
["SI table S4"]
[null,null,null,"Unit","OPC","OPC-SF","LC3","LC3-SF",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Baseline scenario"]
["Baseline scenario","GWP                            (kg CO2eq/unit)","Concrete","m3",314.06071671929817,320.67510890596486,219.17578469122807,224.73673682456135,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Binder content"]
[null,null,"Steel fibres","kg",1.1057808,1.1057808,1.1057808,1.1057808,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Recycled fibres"]
[null,null,"Steel reinforcement",null,1.1057808,1.1057808,1.1057808,1.1057808,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Concrete Volume"]
[null,"Material intensity (Unit/m2 slab)","Concrete","m3",0.35,0.35,0.36499999999999999,0.36499999999999999,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Min. rebars"]
[null,null,"Steel fibres","kg",0,{"$f":"60*F6","v":21},0,{"$f":"60*H6","v":21.9}]
[null,null,"Steel reinforcement",null,7.3381799999999995,3.89046,7.5360000000000005,4.6534800000000001]
[null,"GWP                            (kg CO2eq/m2 slab)","Concrete","-",{"$f":"E6*E3+E4*E7","v":109.92125085175435},{"$f":"F6*F3+F4*F7","v":135.4576849170877},{"$f":"G6*G3+G4*G7","v":79.99916141229825},{"$f":"H6*H3+H4*H7","v":106.2455084609649}]
[null,null,"Steel reinforcement","-",{"$f":"E8*E5","v":8.1144185509440003},{"$f":"F8*F5","v":4.301995971168},{"$f":"G8*G5","v":8.3331641088000001},{"$f":"H8*H5","v":5.1457288371840004}]
[null,null,"Total","-",{"$f":"E10+E9","v":118.03566940269835},{"$f":"F10+F9","v":139.7596808882557},{"$f":"G10+G9","v":88.332325521098255},{"$f":"H10+H9","v":111.39123729814889}]
["Discussions scenario 1","GWP                            (kg CO2eq/unit)","Concrete","m3",{"$f":"E3","v":314.06071671929817},{"$f":"F3*0.9","v":288.60759801536841},{"$f":"G3","v":219.17578469122807},{"$f":"H3*0.9","v":202.26306314210521}]
[null,null,"Steel fibres","kg",{"$f":"E4","v":1.1057808},{"$f":"F4","v":1.1057808},1.1057808,1.1057808]
[null,null,"Steel reinforcement",null,{"$f":"E5","v":1.1057808},1.1057808,1.1057808,1.1057808]
[null,"Material intensity (Unit/m2 slab)","Concrete","m3",0.35,0.35,0.36499999999999999,0.36499999999999999]
[null,null,"Steel fibres","kg",0,{"$f":"60*F15","v":21},0,{"$f":"60*H15","v":21.9}]
[null,null,"Steel reinforcement",null,7.3381799999999995,3.89046,7.5360000000000005,4.6534800000000001]
[null,"GWP                            (kg CO2eq/m2 slab)","Concrete","-",{"$f":"E15*E12+E13*E16","v":109.92125085175435},{"$f":"F15*F12+F13*F16","v":124.23405610537893},{"$f":"G15*G12+G13*G16","v":79.99916141229825},98.042617566868401]
[null,null,"Steel reinforcement","-",{"$f":"E17*E14","v":8.1144185509440003},{"$f":"F17*F14","v":4.301995971168},{"$f":"G17*G14","v":8.3331641088000001},5.1457288371840004]
[null,null,"Total","-",{"$f":"E19+E18","v":118.03566940269835},{"$f":"F19+F18","v":128.53605207654692},{"$f":"G19+G18","v":88.332325521098255},{"$f":"H19+H18","v":103.1883464040524}]
["Discussions scenario 2","GWP                            (kg CO2eq/unit)","Concrete","m3",{"$f":"E3","v":314.06071671929817},{"$f":"F3","v":320.67510890596486},219.17578469122807,224.73673682456135]
[null,null,"Steel fibres","kg",5.4699999999999999E-2,5.4699999999999999E-2,5.4699999999999999E-2,5.4699999999999999E-2]
[null,null,"Steel reinforcement",null,1.1057808,1.1057808,1.1057808,1.1057808]
[null,"Material intensity (Unit/m2 slab)","Concrete","m3",0.35,0.35,0.36499999999999999,0.36499999999999999]
[null,null,"Steel fibres","kg",0,{"$f":"60*F24","v":21},0,{"$f":"60*H24","v":21.9}]
[null,null,"Steel reinforcement",null,7.3381799999999995,3.89046,7.5360000000000005,4.6534800000000001]
[null,"GWP                            (kg CO2eq/m2 slab)","Concrete","-",{"$f":"E24*E21+E22*E25","v":109.92125085175435},{"$f":"F24*F21+F22*F25","v":113.3849881170877},{"$f":"G24*G21+G22*G25","v":79.99916141229825},83.226838940964896]
[null,null,"Steel reinforcement","-",{"$f":"E26*E23","v":8.1144185509440003},{"$f":"F26*F23","v":4.301995971168},{"$f":"G26*G23","v":8.3331641088000001},5.1457288371840004]
[null,null,"Total","-",{"$f":"E28+E27","v":118.03566940269835},{"$f":"F28+F27","v":117.6869840882557},{"$f":"G28+G27","v":88.332325521098255},{"$f":"H28+H27","v":88.372567778148891}]
["Discussions scenario 3","GWP                            (kg CO2eq/unit)","Concrete","m3",314.06071671929817,320.67510890596486,219.17578469122807,224.73673682456135]
[null,null,"Steel fibres","kg",1.1057808,1.1057808,1.1057808,1.1057808]
[null,null,"Steel reinforcement",null,1.1057808,1.1057808,1.1057808,1.1057808]
[null,"Material intensity (Unit/m2 slab)","Concrete","m3",0.35,{"$f":"E33*0.85","v":0.29749999999999999},0.36499999999999999,{"$f":"G33*0.85","v":0.31024999999999997}]
[null,null,"Steel fibres","kg",0,{"$f":"60*F33","v":17.849999999999998},0,{"$f":"60*H33","v":18.614999999999998}]
[null,null,"Steel reinforcement",null,7.3381799999999995,3.89046,7.5360000000000005,4.6534800000000001]
[null,"GWP                            (kg CO2eq/m2 slab)","Concrete","-",{"$f":"E33*E30+E31*E34","v":109.92125085175435},{"$f":"F33*F30+F31*F34","v":115.13903217952455},{"$f":"G33*G30+G31*G34","v":79.99916141229825},90.308682191820139]
[null,null,"Steel reinforcement","-",{"$f":"E35*E32","v":8.1144185509440003},{"$f":"F35*F32","v":4.301995971168},{"$f":"G35*G32","v":8.3331641088000001},5.1457288371840004]
[null,null,"Total","-",{"$f":"E37+E36","v":118.03566940269835},{"$f":"F37+F36","v":119.44102815069255},{"$f":"G37+G36","v":88.332325521098255},{"$f":"H37+H36","v":95.454411029004135}]
["Discussions scenario 4","GWP                            (kg CO2eq/unit)","Concrete","m3",314.06071671929817,320.67510890596486,219.17578469122807,224.73673682456135]
[null,null,"Steel fibres","kg",1.1057808,1.1057808,1.1057808,1.1057808]
[null,null,"Steel reinforcement",null,1.1057808,1.1057808,1.1057808,1.1057808]
[null,"Material intensity (Unit/m2 slab)","Concrete","m3",0.35,0.35,0.36499999999999999,0.36499999999999999]
[null,null,"Steel fibres","kg",0,{"$f":"60*F42","v":21},0,{"$f":"60*H42","v":21.9}]
[null,null,"Steel reinforcement",null,7.3381799999999995,0,7.5360000000000005,0]
[null,"GWP                            (kg CO2eq/m2 slab)","Concrete","-",{"$f":"E42*E39+E40*E43","v":109.92125085175435},{"$f":"F42*F39+F40*F43","v":135.4576849170877},{"$f":"G42*G39+G40*G43","v":79.99916141229825},106.2455084609649]
[null,null,"Steel reinforcement","-",{"$f":"E44*E41","v":8.1144185509440003},{"$f":"F44*F41","v":0},{"$f":"G44*G41","v":8.3331641088000001},0]
[null,null,"Total","-",{"$f":"E46+E45","v":118.03566940269835},{"$f":"F46+F45","v":135.4576849170877},{"$f":"G46+G45","v":88.332325521098255},{"$f":"H46+H45","v":106.2455084609649}]