CEMENT STABILIZATION OF PURU SOIL

This thesis describes an investigation of the engineering properties of Puru Soil (Bangka Island) and considers the extent to which it can be used in road construction. The results indicate that Puru Soil does not meet Bina Marga Specification for unbound base and subbase material. Liquid Limit an...

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Main Author: Artoyo
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/2707
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:2707
spelling id-itb.:27072005-01-07T17:04:08ZCEMENT STABILIZATION OF PURU SOIL Artoyo Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/2707 This thesis describes an investigation of the engineering properties of Puru Soil (Bangka Island) and considers the extent to which it can be used in road construction. The results indicate that Puru Soil does not meet Bina Marga Specification for unbound base and subbase material. Liquid Limit and Plasticity Index values exceed those specified, abrasion is excessive and strength, as indicated by Soaked CBR, is inadequate. Addition of a minimum of 8 - 10 percent cement results in a material that meets Bina Marga strength specification for cement stabilized base material. Strength criteria proposed by other authorities for cement bound base in lightly trafficked roads are met with the addition to Puru Soil of 3 - 6 percent . 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 This thesis describes an investigation of the engineering properties of Puru Soil (Bangka Island) and considers the extent to which it can be used in road construction. The results indicate that Puru Soil does not meet Bina Marga Specification for unbound base and subbase material. Liquid Limit and Plasticity Index values exceed those specified, abrasion is excessive and strength, as indicated by Soaked CBR, is inadequate. Addition of a minimum of 8 - 10 percent cement results in a material that meets Bina Marga strength specification for cement stabilized base material. Strength criteria proposed by other authorities for cement bound base in lightly trafficked roads are met with the addition to Puru Soil of 3 - 6 percent .
format Theses
author Artoyo
spellingShingle Artoyo
CEMENT STABILIZATION OF PURU SOIL
author_facet Artoyo
author_sort Artoyo
title CEMENT STABILIZATION OF PURU SOIL
title_short CEMENT STABILIZATION OF PURU SOIL
title_full CEMENT STABILIZATION OF PURU SOIL
title_fullStr CEMENT STABILIZATION OF PURU SOIL
title_full_unstemmed CEMENT STABILIZATION OF PURU SOIL
title_sort cement stabilization of puru soil
url https://digilib.itb.ac.id/gdl/view/2707
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