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EC2 (u1) MC CF-CSCT (b0) Vtest VEC2 Vtest /VEC2 VMC Vtest /VMC VCF-CSCT Vtest / VCF-CSCT Atena Vtest / Atena [mm] [mm] [kN] [kN] [-] [kN] [-] [kN] [-] [kN] [-] S0-1 3313 1428 1051 960 1.09 835 1.26 1028 1.02 - - S0-2 950 896 1.06 772 1.23 960 0.99 768 1.24 S1-1 1440 712 831 424 1.96 512 1.62 561 1.52 - - S1-2 751 387 1.94 456 1.64 489 1.52 572 1.31 S2-1 2512 1161 777 670 1.16 659 1.18 793 0.98 672 1.16 S2-2 801 692 1.16 684 1.17 832 0.96 - - S3-1 2824 1268 751 743 1.01 691 1.09 849 0.88 704 1.07 S3-2 739 742 1.00 690 1.07 847 0.87 - - Fig. 4: Load-rotation relation – experiment / Atena Fig. 5: Crack pattern S1-2 – experiment / Atena Summary The results show that the current EC2 model and CF CSCT model are in very good match with the experimental results for the specimens S0 (slabs without openings).

Quantity Standard work time Stage 1 Stage 2 Stage 3 1 35 2016 896 1024 2 444 554 299 345 3 112 554 299 345 4 314 576 360 360 5 450 554 299 276 6 72 612 312 360 7 54 648 360 360 8 269 677 375 375 9 95 2484 1080 936 10 36 554 322 322 11 45 554 299 345 12 2813 554 268 268 13 187 524 268 268 14 85 524 268 268 15 63 524 268 247 16 1204 588 299 276 17 151 588 299 276 18 48 588 299 276 19 36 588 299 276 Table 2: The comparison of improved and original layout N1 N2 N3 S1 S2 S3 UPPH Average Cost Original 4 4 4 35 14 17 0.7878 34.90 Improved 8 4 6 17 14 12 1.4913 22.06 Conclusion This research builds a model on production line layout problem and offers simple yet effective solutions under various resource constraints.

Burtscher, Physical characterization of particulate emissions from diesel engines: a review, Journal of Aerosol Science. 36 (2005) 896-932

Table 1 Result of chemical composition of water in field engineer N.O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SO42-[mg/l] 502.8 332.8 333.1 704.3 533.3 451.4 931.4 526.8 403.4 705.2 466.3 432.6 153.0 1680 802.1 1261 C11-[mg/l] 196.8 123.0 117.7 326.8 200.3 159.9 541.2 221.4 137.1 377.8 235.5 188.1 31.6 896.2 397.1 579.9 Mg2+[mg/l] 55.8 42.7 41.2 57.3 44.8 42.2 63.1 22.4 32.8 62.1 36.5 35.4 8.3 51.1 36.5 41.7 pH 7.58 7.64 7.52 7.97 7.35 7.58 7.45 7.84 7.50 7.52 7.73 7.58 7.46 7.50 7.45 7.40 Table 2 Result of chemical composition of soil in field engineer N.O 1 2 3 4 SO42-[mmol/kg] 234.91 250.44 261.31 232.75 C11-[mmol/kg] 52.72 307.52 184.51 149.37 Mg2+[mmol/kg] 26.06 44.30 36.48 46.91 Ca2+[mmol/kg] 55.65 132.70 124.14 111.29 All salt [mg/kg] 968 1167 1003 896 PH 7.48 7.27 7.21 7.39 4 Microstructure analysis of concrete The design grade of concrete in the field is C30.

., 4 (2009) 896

Spectra were taken on a BIORAD FTS-65A/896 spectrophotometer equipped with a DTGS detector with 2 cm-1 optical resolution.

Phys. 82 (1997) 896-898

Journal of the American Oil Chemists’Society, 85(9): 887-896.(2008) [4] Goud V V, Pranhan N C, Patwardhan A V.

Such a wide variety of porosity provided also a wide range of material strength; compressive yield strength ranged 896-1468 MPa and ultimate strength 1323-1904 MPa.

., vol. 24, John Wiley and Sons, 1978, pp. 863-896