NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.

Pulverised Fuel Ash (PFA} is a by-product from the burning of coal at electricity power stations. At Suralaya in West Java, PFA is being stockpiled from the residue of. two types of coal being supplied to the boilers, one from Bukitasam in South Sumatra and one from Blair Atholl Coal Field in the Hu...

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Main Author: MULYOWIHARJO RAB, SUTARTO
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/2742
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:2742
spelling id-itb.:27422005-02-11T10:54:17ZNATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES. MULYOWIHARJO RAB, SUTARTO Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/2742 Pulverised Fuel Ash (PFA} is a by-product from the burning of coal at electricity power stations. At Suralaya in West Java, PFA is being stockpiled from the residue of. two types of coal being supplied to the boilers, one from Bukitasam in South Sumatra and one from Blair Atholl Coal Field in the Hunter Valley, New South Wales, Australia.The engineering characteristics of the two PFA's have been found to be significantly different, as well as results obtained when mixing the PFA's with varying amounts of lime, or soil, or a combination of lime and soil. Higher strengths and greater pozzolanic activity were noted in the PFA from the Australian source, with very little pozzolanic activity evident in the Bukitasam material. Neither PFA exhibited any inherent undrained strength on soaking, in line with that of silty soil, PFA having a similar grading fraction. Use'as embankment fill without stabilisation with lime would indicate very difficult construction problems in terms of compaction or protection agains trainfall. The introduction of commercially accep table quantities of lime would facilitate construction and allow embankments to be built satisfactorily. Mixtures of Lime/PFA, soil/PFA, soil/lime andlime/PFA/soil all showed lossesin unconfined compressive strength on soaking, in the order of 55 %. The introduction of soil was found to serve just as a bulk fill, but would make handling of the PFA simpler. The commercial viability of this has not been examined, and a full range of tests on mixtures of the three materials not carried out.Adequate strengths for subbase could be obtained with lime/Australian PFA mixtures but, even with high quantities of lime, the stabilised lime/PFA/soil mixes were not found to be sufficiently strong for such a consideration. <br /> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Pulverised Fuel Ash (PFA} is a by-product from the burning of coal at electricity power stations. At Suralaya in West Java, PFA is being stockpiled from the residue of. two types of coal being supplied to the boilers, one from Bukitasam in South Sumatra and one from Blair Atholl Coal Field in the Hunter Valley, New South Wales, Australia.The engineering characteristics of the two PFA's have been found to be significantly different, as well as results obtained when mixing the PFA's with varying amounts of lime, or soil, or a combination of lime and soil. Higher strengths and greater pozzolanic activity were noted in the PFA from the Australian source, with very little pozzolanic activity evident in the Bukitasam material. Neither PFA exhibited any inherent undrained strength on soaking, in line with that of silty soil, PFA having a similar grading fraction. Use'as embankment fill without stabilisation with lime would indicate very difficult construction problems in terms of compaction or protection agains trainfall. The introduction of commercially accep table quantities of lime would facilitate construction and allow embankments to be built satisfactorily. Mixtures of Lime/PFA, soil/PFA, soil/lime andlime/PFA/soil all showed lossesin unconfined compressive strength on soaking, in the order of 55 %. The introduction of soil was found to serve just as a bulk fill, but would make handling of the PFA simpler. The commercial viability of this has not been examined, and a full range of tests on mixtures of the three materials not carried out.Adequate strengths for subbase could be obtained with lime/Australian PFA mixtures but, even with high quantities of lime, the stabilised lime/PFA/soil mixes were not found to be sufficiently strong for such a consideration. <br />
format Theses
author MULYOWIHARJO RAB, SUTARTO
spellingShingle MULYOWIHARJO RAB, SUTARTO
NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
author_facet MULYOWIHARJO RAB, SUTARTO
author_sort MULYOWIHARJO RAB, SUTARTO
title NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
title_short NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
title_full NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
title_fullStr NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
title_full_unstemmed NATURAL AND STABILISED PROPERTIES OF SURALAYA POWER STATION PULVERISED FUEL ASHES.
title_sort natural and stabilised properties of suralaya power station pulverised fuel ashes.
url https://digilib.itb.ac.id/gdl/view/2742
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