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Strength properties of cement stabilized clay soil

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Bibliographic Details
Main Author: Izatul Laili, Mohamad Hamidin
Other Authors: Md Hadli Abu Hassan
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Soil
Cohesive soils
Clay soil
Soil cementation
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/23975
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spelling my.unimap-239752013-03-07T06:52:28Z Strength properties of cement stabilized clay soil Izatul Laili, Mohamad Hamidin Md Hadli Abu Hassan Soil Cohesive soils Clay soil Soil cementation Access is limited to UniMAP community. Soil stabilization in the broadest sense is the alteration of any property of a soil to improve its engineering performance. The chief factors affecting the quality of soilcement are soil type, cement content, compaction and method of mixing. Of these the soil type is by far the most important factor since, if it is unsuitable, little can be done to make the soil-cement satisfactory. The solutions of many geotechnical issues for construction are very much directly or indirectly related to the understanding of the problematic soils. Soft clay soils often cause difficulties in construction operation with their low strength and low stiffness nature. However the engineering properties of these clay soils can be enhanced by adding ordinary Portland cement (OPC) for modification or stabilization purposes. This paper describes the application of the cement stabilization technique for improving the engineering properties of Malaysian clay. The overall objective of this research is to study the strength properties of cement stabilized clay soil. The quantities of cement added to the clay were 5 %, 10 % and 15 % by dry weight of the clay. In term of physical analysis, the result getting from Atterberg limit experiment shows that the soil is clay soil type and categorized as soft clay. Soft clay soil can be categorized as problematic soil. From this research clearly showed that the strength of soft clay soil is increase due to the increasing of cement content. The 15% of cement content achieved the highest strength among the others. 2013-03-07T06:52:28Z 2013-03-07T06:52:28Z 2012-05 Learning Object http://hdl.handle.net/123456789/23975 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Soil
Cohesive soils
Clay soil
Soil cementation
spellingShingle Soil
Cohesive soils
Clay soil
Soil cementation
Izatul Laili, Mohamad Hamidin
Strength properties of cement stabilized clay soil
description Access is limited to UniMAP community.
author2 Md Hadli Abu Hassan
author_facet Md Hadli Abu Hassan
Izatul Laili, Mohamad Hamidin
format Learning Object
author Izatul Laili, Mohamad Hamidin
author_sort Izatul Laili, Mohamad Hamidin
title Strength properties of cement stabilized clay soil
title_short Strength properties of cement stabilized clay soil
title_full Strength properties of cement stabilized clay soil
title_fullStr Strength properties of cement stabilized clay soil
title_full_unstemmed Strength properties of cement stabilized clay soil
title_sort strength properties of cement stabilized clay soil
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/23975
_version_ 1643794169286623232
score 13.160551

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