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| 001 | vtls000098179 | ||
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| 005 | 20251117113436.0 | ||
| 008 | 161128s2016 my a f abm 000 0 eng d | ||
| 020 | _aTHE0007826(Local) | ||
| 039 | 9 |
_a201906131133 _bnadia _c201712121048 _dfateeha _y201611281511 _zsaini |
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| 040 | _aUMP | ||
| 090 | _aFKASA .A96 2016 r Bc. | ||
| 100 | 0 | _aMohd Azmi Abdul Sani | |
| 245 | 1 | 0 |
_aStrength of processed spent bleaching earth as partial replacement of cement in foamed concrete / _cMohd Azmi Abdul Sani |
| 260 |
_aKuantan, Pahang : _bUMP, _c2016 |
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| 300 |
_axiv, 48 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 | ||
| 504 | _aBibliography : p. 43-46 | ||
| 520 | 3 | _aInnovation of industrial waste as a partial cement replacement for the production of concrete is gaining importance in recent years. The objective of this research is to study the effect of Processed Spent Bleaching Earth as a partial cement replacement on the strength and durability of foamed concrete. Foamed concrete (FC) mix for density of 1600kg/m3 was designed as basic control mix with 100% OPC. Processed Spent Bleaching Earth Foamed Concrete mixes (PFC) were designed by partial replacement of cement with 30% and 40% of PSBE by weight of cement namely as PFC1 and PFC 2 respectively. The compressive and flexural strength developments due to water curing for 7, 28 and 90 days were studied. As compared to the control mix, the compressive and flexural strength of foamed concrete increases as the percentage of PSBE increases. Further, the resistance against carbonation of foamed concrete decrease as percentage of PSBE increases. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_uhttp://ecollib.ump.edu.my/id/eprint/25776 _zAccess in library only |
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_aVIRTUA40 _c8734 _d8740 |
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