[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-detail-118556-en":3,"doc-seo-118556-105":29,"detail-sidebar-cat-0-en-105":90},{"code":4,"msg":5,"data":6},0,"success",{"doc_id":7,"user_id":8,"nickname":9,"user_avatar":10,"doc_module":4,"category_id":11,"category_name":12,"doc_title":13,"doc_description":14,"doc_content":15,"file_id":16,"file_url":17,"file_type":18,"file_size":19,"view_count":20,"is_deleted":4,"is_public":21,"is_downloadable":21,"audit_status":21,"page_count":21,"language":22,"language_code":23,"site_id":24,"html_lang":23,"table_of_contents":25,"faqs":26,"seo_title":27,"seo_description":14,"update_tm":28,"read_time":20},118556,962085570644,"Evangeline","https://ap-avatar.wpscdn.com/davatar_994ba38a5ba835b3df7d355c54d3ed8d",8,"Research & Report","Database concrete mix proportions - fresh and density testing","Concrete mix database with detailed proportioning inputs (cement, GGBS, fine and coarse aggregates, and water) and corresponding fresh-state property measurements. Includes binder-related ratios such as water binder ratio, sand aggregate ratio, and aggregate binder ratio, alongside workability indicators like total slump height. Fresh rheology and physical data cover static and dynamic yield stress, viscosity, and resulting density. Finally, experimental cube compressive strengths at 28 days and 56 days are provided for performance comparison across mixtures.","Mix  \nref  \n1 2  \n3 4  \n5 6  \n7 8  \n9  \n10  \n11  \n12  \n13  \n14  \n15  \n16  \n17  \n18  \n19  \n20  \n21  \n22  \n23  \n24  \n25  \n26  \nA  \nB  \n27  \n28  \n29  \n30  \n31  \n32  \n33  \nCement (kg/m3 )  \n328  \n328  \n416  \n416  \n416  \n416  \n416  \n334  \n416  \n415  \n416  \n391  \n382  \n375  \n113  \n113  \n375  \n375  \n375  \n113  \n188  \n300  \n244  \n349  \n130  \n259  \n169  \n256  \n113  \n375  \n188  \n300  \n188  \n376  \n112  \nGGBS (kg/m3 )  \n0 0  \n0 0  \n0 0  \n0  \n84  \n0 0  \n0 0  \n0 0  \n263  \n263  \n0 0  \n0  \n263  \n188  \n75  \n131  \n0  \n130  \n0  \n169  \n256  \n263  \n0  \n188  \n75  \n188  \n0  \n262  \nFine aggregate (kg/m3 )  \n853  \n842  \n1044  \n1043  \n1044  \n1044  \n1044  \n1044  \n1044  \n930  \n929  \n883  \n860  \n844  \n846  \n844  \n844  \n846  \n844  \n844  \n844  \n844  \n844  \n873  \n907  \n907  \n847  \n768  \n846  \n846  \n846  \n846  \n846  \n853  \n853  \nCoarse aggregate (kg/m3 )  \n930  \n930  \n640  \n640  \n640  \n640  \n640  \n640  \n640  \n700  \n700  \n883  \n860  \n844  \n846  \n844  \n844  \n846  \n844  \n844  \n844  \n844  \n844  \n873  \n907  \n907  \n847  \n768  \n846  \n846  \n846  \n846  \n846  \n853  \n853  \nWater (kg/m3 )  \n254  \n204  \n233  \n274  \n252  \n263  \n271  \n271  \n256  \n247  \n215  \n196  \n229  \n225  \n225  \n244  \n244  \n233  \n233  \n233  \n233  \n233  \n233  \n228  \n236  \n231  \n227  \n249  \n233  \n233  \n233  \n233  \n233  \n233  \n233  \nWater binder ratio  \n0.78 0.62 0.56 0.66 0.61 0.63 0.65 0.65 0.62 0.59 0.52 0.50 0.60 0.60 0.60 0.65 0.65 0.62 0.62 0.62 0.62 0.62 0.62 0.65 0.91 0.89 0.67 0.49 0.62 0.62 0.62 0.62 0.62 0.62  \n0.62  \nSand aggregate ratio  \n0.48 0.48 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.57 0.57 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50  \n0.50  \nAggregate binder ratio  \n5.44 5.40 4.05 4.05 4.05 4.05 4.04 4.03 4.04 3.92 3.92 4.51 4.50 4.50 4.51 4.50 4.50 4.51 4.50 4.50 4.50 4.50 4.50 5.00 7.00 7.00 5.00 3.00 4.51 4.51 4.51 4.51 4.51 4.54  \n4.56  \nTotalslump height (mm)  \n50  \n90  \n40  \n205  \n110  \n190  \n225  \n230  \n240  \n165  \n100  \n80  \n205  \n170  \n70  \n125  \n240  \n230  \n150  \n90  \n100  \n140  \n165  \n175  \n190  \n175  \n180  \n150  \n130  \n150  \n65  \n155  \n155  \n155  \n80  \nStatic yield stress (Pa)  \n2952.25 2346.63 3375.949 405.69 1443.111 599.699  \n283.549  \n262.717  \n127.604 898.583 1823.979 2542.871 594.706 1083.779 3240.215 1388.167 155.784 314.166 1221.598 2067.95 1916.251 1303.011 926.966 1130.596 647.902 1101.065 713.139 1336.454 1732.696 1254.579 3235.171 1322.475 1451.268 1292.491 2912.065  \nDynamic yield stress (Pa)  \n-  \n-  \n-  \n279.82 832.19 410.98 249.95 202.15 117.65 546.06 986.12 941.64 372.11  \n572.18  \n-  \n655.28 106.35 175.52 625.21 897.46 841.67 609.07 549.36  \n550.94 286.2  \n354.15 365.88 939.61  \n796.2 552.84  \n-  \n607.43 574.35 646.77  \n994.67  \nViscosity (Pa.s)  \n-  \n-  \n-  \n2.36 4.95 2.18 1.36 2.86 2.28 2.23 2.71 9.57 4.57 4.75  \n12.84 6.2  \n3.73 6.67  \n6.3  \n8.69 6.29 7.64 3.93 5.87 5.78 9.89 6.52 6.14 8.48 7.81  \n-  \n6.38 8.18 5.91  \n9.32  \nDensity (kg/m3 )  \n2291.8 2304.3  \n2299.3 2303.2  \n2297.3  \n2298.7  \n2259.5  \n2272.8  \n2240.3  \n2290.7  \n2307.2  \n2309.3  \n2289.8  \n2290.3  \n2266.2  \n2260.7  \n2301.7  \n2315.5  \n2287.5  \n2277.5  \n2281.3  \n2283.8  \n2291.8  \n2293.8  \n2270.2  \n2275.2  \n2270.0  \n2275.3  \n2265.5  \n2298.8  \n2281.3  \n2288.5  \n2275.0  \n2288.0  \n2264.2  \nExperimental 28 day cube strength (MPa)  \n39.41  \n43.25  \n51.43  \n45.33  \n47.46  \n44.49  \n38.55  \n39.70  \n37.33  \n44.13  \n51.37  \n48.23  \n41.91  \n43.52  \n27.34  \n24.49  \n36.79  \n39.61  \n40.15  \n28.15  \n33.99  \n38.55  \n36.97  \n37.07  \n18.34  \n23.16  \n28.04  \n39.32  \n24.56  \n42.35  \n35.39  \n38.97  \n31.09  \n40.51  \n26.56  \nExperimental 56 day cube strength (MPa)  \n-  \n-  \n-  \n-  \n-  \n-  \n42.23  \n43.04  \n-  \n-  \n-  \n50.40  \n46.10  \n46.34  \n29.50  \n25.72  \n41.95  \n43.55  \n44.07  \n30.45  \n39.39  \n42.38  \n41.47  \n40.37  \n20.62  \n25.03  \n32.79  \n43.69  \n28.53  \n48.03  \n39.36  \n46.36  \n33.16  \n43.36  \n28.49  \nTable 1: Database concrete mix proportions, fresh and density testing","cbCaioxfGfUdFBWh","https://ap.wps.com/l/cbCaioxfGfUdFBWh","pdf",55950,3,1,"English","en",105,"# Concrete mix database overview\n## Mix proportions and component quantities\n## Fresh-state properties and rheological parameters\n## Density and compressive strength results","[{\"question\":\"What mix components are included in the concrete database?\",\"answer\":\"The database lists cement, GGBS, fine aggregate, coarse aggregate, and water in kg/m3.\"},{\"question\":\"Which fresh-state properties are reported for each concrete mix?\",\"answer\":\"It reports total slump height, static yield stress, dynamic yield stress, viscosity, and density.\"},{\"question\":\"How is compressive performance recorded and at what curing ages?\",\"answer\":\"Experimental cube compressive strength is provided at 28 days and 56 days in MPa for comparing mixture performance.\"}]","Database concrete mix proportions - fresh and density testing | 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