03435ntm a2200361 i 4500 vtls000105604 KUKTEM 20251117113401.0 190415t20182018my a f am 000 0 eng d THE0000455(Local) 201905151507 nazirah 201904151549 nazri 201904150930 nazri UMP eng UMP rda FKASA .H37 2018 r Bc. Muhamad Hariz Ibrahim, author. The durability performance of rubberized-ultra high performance concrete exposed in magnesium sulphate and hydrochloric acid / Muhamad Hariz Ibrahim Kuantan, Pahang : UMP, 2018 © 2018 xii, 49 pages : illustrations (some color) ; 30 cm. + 1 CD-ROM text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018 Includes bibliographical references Tyre rubber waste is one of significant waste that should be more concerned due to the increasing in the number of vehicles. Moreover, the increasing volume of tyre rubber waste will give bad impact to environment. Previously, utilization of tyre rubber waste on properties of concrete and applications of rubberized concrete had been explored. In this study, the application of rubberized concrete in UHPC. Ultra-High-performance concrete (UHPC) is a construction material with excellent mechanical properties and good durability as compared to conventional concrete. It can contribute to the longer life and economic efficiency of structures. UHPC is high strength material created by using coarse, fine and ultrafine aggregates, very low amounts of water, silica fume and high amounts of cement. Besides, UHPC has some limit Tyre rubber waste is one of significant waste that should be more concerned due to the increasing in the number of vehicles. Moreover, the increasing volume of tyre rubber waste will give bad impact to environment. Previously, utilization of tyre rubber waste on properties of concrete and applications of rubberized concrete had been explored. In this study, the application of rubberized concrete in UHPC. Ultra-High-performance concrete (UHPC) is a construction material with excellent mechanical properties and good durability as compared to conventional concrete. It can contribute to the longer life and economic efficiency of structures. UHPC is high strength material created by using coarse, fine and ultrafine aggregates, very low amounts of water, silica fume and high amounts of cement. Besides, UHPC has some limitations in terms of cost and availability of raw constituent materials. The UHPC is required the large amount of sand, aggregates and cement. Therefore, it is has led to depletion of natural sources, so it is give idea to replace 5% crumb tyre as aggregates from total weight aggregates Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses 0 0 lcc 0 1 10000 10000 2019-09-04 0 FKASA .H37 2018 r Bc. 0000126909 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 lcc 0 1 10000 10000 2019-09-04 0 CD 11872 | FKASA .H37 2018 r Bc. 0000126910 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7732 7738 VTLSSORT0080*0200*0400*0900*1000*2450*2640*2641*3000*3360*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992