LIME AND RICE HULL ASH IN SOIL STABILIZATION

Rice hull ash has been recognized as a useful agent for stabilizing heavy clay. It contains silicous material which acts a pozzolan. This thesis describes a laboratory programme designed to study the stabilizing effect, on a clay having a Plasticity Index of 42, of rice hull ash alone and of rice h...

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Main Author: Pramono, Agus
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/2672
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:2672
spelling id-itb.:26722005-01-24T12:26:38ZLIME AND RICE HULL ASH IN SOIL STABILIZATION Pramono, Agus Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/2672 Rice hull ash has been recognized as a useful agent for stabilizing heavy clay. It contains silicous material which acts a pozzolan. This thesis describes a laboratory programme designed to study the stabilizing effect, on a clay having a Plasticity Index of 42, of rice hull ash alone and of rice hull ash in combination with lime. The results show that the addition of rice hull ash to the clay has a beneficial effect on unconfined compressive strength. When used in combination with lime, optimum effect for the ranges investigated is obtained when 10 percent by weight of rice hull ash is combined with 5 percent by weight of lime. This results in a material having an unconfined compressive strength equal to that obtained with 8.5 per cent lime alone. Some socio-economic aspects of the use of rice hull ash in soil stabilization are discussed . 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 Rice hull ash has been recognized as a useful agent for stabilizing heavy clay. It contains silicous material which acts a pozzolan. This thesis describes a laboratory programme designed to study the stabilizing effect, on a clay having a Plasticity Index of 42, of rice hull ash alone and of rice hull ash in combination with lime. The results show that the addition of rice hull ash to the clay has a beneficial effect on unconfined compressive strength. When used in combination with lime, optimum effect for the ranges investigated is obtained when 10 percent by weight of rice hull ash is combined with 5 percent by weight of lime. This results in a material having an unconfined compressive strength equal to that obtained with 8.5 per cent lime alone. Some socio-economic aspects of the use of rice hull ash in soil stabilization are discussed .
format Theses
author Pramono, Agus
spellingShingle Pramono, Agus
LIME AND RICE HULL ASH IN SOIL STABILIZATION
author_facet Pramono, Agus
author_sort Pramono, Agus
title LIME AND RICE HULL ASH IN SOIL STABILIZATION
title_short LIME AND RICE HULL ASH IN SOIL STABILIZATION
title_full LIME AND RICE HULL ASH IN SOIL STABILIZATION
title_fullStr LIME AND RICE HULL ASH IN SOIL STABILIZATION
title_full_unstemmed LIME AND RICE HULL ASH IN SOIL STABILIZATION
title_sort lime and rice hull ash in soil stabilization
url https://digilib.itb.ac.id/gdl/view/2672
_version_ 1820663222231891968