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| 008 | 160399s1990 th uzm rtt 00| a1eng d | ||
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| 099 | 9 | _aAIT Thesis no. EV-90-27 | |
| 100 | 1 | _aYoun, Jong-ho | |
| 245 | 1 | 0 | _aSolidification of laboratory wastes by using ordinary portland cement and lime-rice husk ash cement |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1990 |
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| 300 | _a81 p. | ||
| 490 | 1 |
_aThesis ; _vno. EV-90-27 |
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| 500 | _aA thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1990 | ||
| 520 | _aA laboratory study was conducted to investigate the immobilization of the laboratory waste s ludge, mainly from chemical oxygen demand {COD) waste , using cementitious binders. The binders were Ordinary Portland Cement {OPC), and lime - Rice Husk Ash (RHA) cement. The sludges were mixed with cement - sand mortar having a cement to sand ratio of 0.5, and water to cemen t ratio of 0.5 for OPC mortar and 0.9 for lime - RHA ceme nt mortar, respectively. Physical properties lik e compressive strength and leachability were studied to assess the effectiveness of the binders in containing the waste sl udg es within their matrix . Leachability was determined by the US EPA Extraction Procedure. The leachability was found to be proportional to the sludge/ cement ratios and inversely proportional to the curing time. The compressive strength of OPC mortar was found to be proportional to the curing time and inversely proportional to the sludge/ cement ratios. On the contrary , the compressive strength of lime - RHA cement mortar was found to be proportional to the sludge/ cement ratios and a pyramidal trend was observed to curing time. The compressive strength of OPC mortar was found to be greater than that of lime - RHA cement mortar. On the other hand , leachabili ty of lime - RHA cement mortar was invariably much less than that of OPC mort ar in all the tests. In this way , lime - RHA cement was found to be a better immobilizer than OPC. Economic evaluation was done for three different kinds of cementitious binders, namely, OPC, Portland Rice Husk Ash Cement {PRHAC ) which contain ed rice hu sk ash 50 percent by dry weight, and lime - RHA cement. The result showed that lime - RHA cement was cheapest. The applicability of Freundlich' s desorption isotherm was studi ed to assess the l eachability of sludges. The leachability of both cement mortars were found to follow the desorption isotherms. From this study , it is concluded that lime - RHA cement , which is cheaper than OPC, can be used as a cementitious binder to solidify heavy metal sludge with much less leachability than that of OPC, and its compressive strength s are high enough for landfill disposal. Moreover , it is expected that lime - RHA cement can be a solution to rice husk disposal problem . | ||
| 650 | 0 | _aHazardous wastes | |
| 700 | 0 |
_aChongrak Polprasert, _eChairperson |
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| 700 | 1 |
_aVigneswaran, Saravanamuthu, _eExamination Committee |
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| 700 | 1 |
_aKim, Sun Il, _eExamination Committee |
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| 710 | 2 |
_aRoyal Thai Government, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. EV-90-27 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B18380 |
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