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Tab 4 Axial compressive strength of concrete The ratio of glass replacing sand (%) Average limit capacity (kN) Axial compressive strength (MPa) Axial compressive strength ratio 0 726.5 32.3 1.00 50 743.5 33.0 1.02 100 896.0 39.8 1.23 The failure modes of glass aggregate concrete are similar to the ordinary concrete.

Acknowledgments This work was supported by the National Science Foundation of China (No. 51072177) andJiangsu ordinary university graduate students scientific research innovation project (CXZZ12_0896).

Acknowledgements This research was supported by General Project (14c1189) of Hunan Provincial Education Department and Project (101-0896) supported by General Project for Young Scholars of Central South University of Forestry and Technology.

Lett. 32 (2003) 896

Table 1 Resilient Modulus and Indirect Tensile Strength Results Age ID Mr ITS Age ID Mr ITS MPa AVG kPa AVG MPa AVG kPa AVG 2nd Week HMA1 1734 1598 714 694 8th Week HMA1 1759 1696 1035 1101 HMA2 1674 788 HMA2 1286 1055 HMA3 1320 597 HMA3 1791 1071 HMA4 1663 675 HMA4 1950 1245 WMA-E1 1366 1202 536 578 WMA-E1 1670 1577 1394 1197 WMA-E2 1074 559 WMA-E2 1383 833 WMA-E3 1119 612 WMA-E3 1700 1121 WMA-E4 1249 607 WMA-E4 1556 1438 WMA-S1 1461 1785 605 661 WMA-S1 1384 1511 808 840 WMA-S2 2193 681 WMA-S2 1940 921 WMA-S3 2053 709 WMA-S3 1373 786 WMA-S4 1434 650 WMA-S4 1346 843 4th Week HMA1 1611 1525 1211 1012 24th Week HMA1 1659 1695 1114 1131 HMA2 1682 878 HMA2 1482 1217 HMA3 1615 896 HMA3 1791 1183 HMA4 1193 HMA4 1848 1011 WMA-E1 1294 1310 1062 913 WMA-E1 1730 1593 1181 1232 WMA-E2 1507 912 WMA-E2 1414 1084 WMA-E3 1462 765 WMA-E3 1697 1204 WMA-E4 974 WMA-E4 1529 1460 WMA-S1 1238 1637 686 719 WMA-S1 1697 1709 935 875 WMA-S2 1719 770 WMA-S2 1739 917 WMA-S3 2051 701 WMA-S3 1669 863 WMA-S4

Mater. 2013, 25, pp. 890−896

.), Malaysian Palm Oil Board, 2, 896

New York: Springer-Verlag, 2006, vol. 4247, pp. 889-896

Energy, vol. 136, pp. 896–908, 2019, doi: 10.1016/j.renene.2019.01.060

Struct. 202 (2018) 881-896