Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.

Waste soil consists of waste material such as concrete debris, decayed wood, plastics and others. The heterogeneous content of waste soil makes the geotechnical properties difficult to categorize and analyzed. Laboratory works such as compaction test, consolidation test, triaxial and direct shear...

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Main Authors: Omar, Husaini, Md Yusoff, Zainuddin, Mohd Pauzi, Nur Irfah
Format: Article
Language:English
Published: 2011
Online Access:http://psasir.upm.edu.my/id/eprint/23305/
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author Omar, Husaini
Md Yusoff, Zainuddin
Mohd Pauzi, Nur Irfah
author_facet Omar, Husaini
Md Yusoff, Zainuddin
Mohd Pauzi, Nur Irfah
author_sort Omar, Husaini
building UPM Institutional Repository
collection Online Access
description Waste soil consists of waste material such as concrete debris, decayed wood, plastics and others. The heterogeneous content of waste soil makes the geotechnical properties difficult to categorize and analyzed. Laboratory works such as compaction test, consolidation test, triaxial and direct shear test are conducted on waste soil to know its geotechnical properties. Based on standard proctor test, the waste soil has a maximum dry density of 1567 kg/m3 with optimum moisture content of 29%. The oedometer test shows the maximum displacement of 4 mm within 100 minutes. Based on direct shear test, the undrained cohesion is in the range of 2- 4 kPa and angle of friction of 140-27o. The triaxial test on unconsolidated undrained condition showed that the cohesion is 3 kPa and angle of friction on the range of 00 to 10.50. These geotechnical properties are important to be used for foundation design for future development at open dumping area in Malaysia.
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institution Universiti Putra Malaysia
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publishDate 2011
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spelling upm-233052014-10-03T04:24:13Z http://psasir.upm.edu.my/id/eprint/23305/ Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia. Omar, Husaini Md Yusoff, Zainuddin Mohd Pauzi, Nur Irfah Waste soil consists of waste material such as concrete debris, decayed wood, plastics and others. The heterogeneous content of waste soil makes the geotechnical properties difficult to categorize and analyzed. Laboratory works such as compaction test, consolidation test, triaxial and direct shear test are conducted on waste soil to know its geotechnical properties. Based on standard proctor test, the waste soil has a maximum dry density of 1567 kg/m3 with optimum moisture content of 29%. The oedometer test shows the maximum displacement of 4 mm within 100 minutes. Based on direct shear test, the undrained cohesion is in the range of 2- 4 kPa and angle of friction of 140-27o. The triaxial test on unconsolidated undrained condition showed that the cohesion is 3 kPa and angle of friction on the range of 00 to 10.50. These geotechnical properties are important to be used for foundation design for future development at open dumping area in Malaysia. 2011 Article PeerReviewed Omar, Husaini and Md Yusoff, Zainuddin and Mohd Pauzi, Nur Irfah (2011) Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia. Electronic Journal of Geotechnical Engineering, 16 (Bund. ). pp. 1205-1220. ISSN 1089-3032 http://www.ejge.com/2011/Ppr11.090/Abs11.090.htm English
spellingShingle Omar, Husaini
Md Yusoff, Zainuddin
Mohd Pauzi, Nur Irfah
Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title_full Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title_fullStr Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title_full_unstemmed Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title_short Geotechnical Properties of Waste Soil from Open Dumping Area in Malaysia.
title_sort geotechnical properties of waste soil from open dumping area in malaysia.
url http://psasir.upm.edu.my/id/eprint/23305/
http://psasir.upm.edu.my/id/eprint/23305/