000 02933ntm a2200349 i 4500
001 vtls000103624
003 KUKTEM
005 20251117113407.0
008 180528s2018 my a f a m 000 0 eng d
020 _aTHE0000682(Local)
039 9 _a201905170949
_bnazirah
_y201805281123
_zfateeha
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .S53 2018 r Bc.
100 0 _aMohd Shariff Razak,
_eauthor.
245 1 0 _aEffect of processed spent bleaching earth on compressive strength and tensile splitting strength of foamed concrete /
_cMohd Shariff Razak
264 1 _aKuantan, Pahang :
_bUMP,
_c2018
300 _aix, 26 pages :
_billustrations (some color) ;
_c30 cm. +
_e1 CD ROM
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
337 _acomputer
_2rdamedia
338 _avolume
_2rdacarrier
338 _acomputer disc
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018
504 _aIncludes bibliographical references
520 3 _aFoamed 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.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
999 _aVIRTUA40
_c7902
_d7908
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2640*3000*3360*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992