02933ntm a2200349 i 4500 vtls000103624 KUKTEM 20251117113407.0 180528s2018 my a f a m 000 0 eng d THE0000682(Local) 201905170949 nazirah 201805281123 fateeha UMP eng UMP rda FKASA .S53 2018 r Bc. Mohd Shariff Razak, author. Effect of processed spent bleaching earth on compressive strength and tensile splitting strength of foamed concrete / Mohd Shariff Razak Kuantan, Pahang : UMP, 2018 ix, 26 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 (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018 Includes bibliographical references Foamed concrete is a kind of lightweight concrete that has good workability and does not require compaction process. Generally, it recognizes foaming concrete as building materials with low strengths and weaknesses, especially when the building materials are subject to high impact energy. However, foaming concrete is a potential material for building futuristic concepts. Futuristic construction is a light, economical and easy building construction and most importantly is environmentally friendly. In this study, cement was replaced by Spent Bleaching Earth Processing (PSBE) in a certain percentage of concrete to assess its strengths. Percentage of PSBE percentage used is 10%, 20% and 30% with foam density 1600kg / m3. To determine the value of the compressive strength and the value of tensile splitting strength of the experimental pressure tensile, 36 cube and 36 cylinder samples was prepared. Compression testing and tensile splitting test was performed on the sample for 28, 60, and 90 days curing age. It has been specified that the strength of foamed concrete using PSBE as partial cement replacement clearly increased with the increase of the percentage of PSBE as cement replacement. Result exhibit that 30% PSBE as partial cement replacement shows the highest strength which is 16.08 MPa for compressive test and 17.46 MPa for tensile splitting test. Overall, the major findings for both experiments show that increment of PSBE percentage increase the foamed concrete strength. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .S53 2018 r Bc. 0000122828 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 11297 | FKASA .S53 2018 r Bc. 0000122829 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7902 7908 VTLSSORT0080*0200*0400*0900*1000*2450*2640*3000*3360*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992