Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement
An increase towards urban development have created less importance towards rural areas as the community depending on economical and low cost housing. This study is based on determining geotechnical properties of laterite soil encountered in Sungai Buloh. Related journals and articles were reviewe...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2018
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| Online Access: | http://eprints.intimal.edu.my/1097/ http://eprints.intimal.edu.my/1097/1/BCEGI%2042.pdf |
| _version_ | 1848766643326418944 |
|---|---|
| author | Thamendaran, Magindran |
| author_facet | Thamendaran, Magindran |
| author_sort | Thamendaran, Magindran |
| building | INTI Institutional Repository |
| collection | Online Access |
| description | An increase towards urban development have created less importance towards rural areas as
the community depending on economical and low cost housing. This study is based on
determining geotechnical properties of laterite soil encountered in Sungai Buloh. Related
journals and articles were reviewed to obtain sufficient experimental result informations. The
objectives of this study were satisfied by a series of preliminary laboratory experiments.
Comparison from past researchers were made for each experiments to justify and assure the
results obtained are diverse and favourable. The main aim of this study is to obtain
unconfined compressive strength, UCS of suitable natural geotechnical properties of laterite
soil stabilized with cement in the production of CSEB. The findings from this research started
with Natural Moisture Content, NMC of laterite soil ranged at 17.04%. Particle size
distribution curve shows that the soil is well graded with proportions of aggregate less than
15%, sand and fine grains in the range more than 50%. Liquid Limit, Plastic Limit and
Plasticity Index of laterite soil is 40.13%, 26.53% and 13.60% respectively. Plasticity Chart
plot lies above A-line classifying as soil containing inorganic clays of low or medium
plasticity (CL). Laterite soil attains Optimum moisture content, OMC at 16% and Maximum
dry density, MDD at 1.88 |
| first_indexed | 2025-11-14T11:54:24Z |
| format | Thesis |
| id | intimal-1097 |
| institution | INTI International University |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T11:54:24Z |
| publishDate | 2018 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | intimal-10972018-09-24T06:30:12Z http://eprints.intimal.edu.my/1097/ Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement Thamendaran, Magindran TA Engineering (General). Civil engineering (General) An increase towards urban development have created less importance towards rural areas as the community depending on economical and low cost housing. This study is based on determining geotechnical properties of laterite soil encountered in Sungai Buloh. Related journals and articles were reviewed to obtain sufficient experimental result informations. The objectives of this study were satisfied by a series of preliminary laboratory experiments. Comparison from past researchers were made for each experiments to justify and assure the results obtained are diverse and favourable. The main aim of this study is to obtain unconfined compressive strength, UCS of suitable natural geotechnical properties of laterite soil stabilized with cement in the production of CSEB. The findings from this research started with Natural Moisture Content, NMC of laterite soil ranged at 17.04%. Particle size distribution curve shows that the soil is well graded with proportions of aggregate less than 15%, sand and fine grains in the range more than 50%. Liquid Limit, Plastic Limit and Plasticity Index of laterite soil is 40.13%, 26.53% and 13.60% respectively. Plasticity Chart plot lies above A-line classifying as soil containing inorganic clays of low or medium plasticity (CL). Laterite soil attains Optimum moisture content, OMC at 16% and Maximum dry density, MDD at 1.88 2018-01-01 Thesis NonPeerReviewed text en http://eprints.intimal.edu.my/1097/1/BCEGI%2042.pdf Thamendaran, Magindran (2018) Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement. Other thesis, INTI INTERNATIONAL UNIVERSITY. |
| spellingShingle | TA Engineering (General). Civil engineering (General) Thamendaran, Magindran Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title | Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title_full | Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title_fullStr | Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title_full_unstemmed | Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title_short | Investigation On Compressed Stabilized Earth Block Using Laterite Soil Stabilized with Cement |
| title_sort | investigation on compressed stabilized earth block using laterite soil stabilized with cement |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.intimal.edu.my/1097/ http://eprints.intimal.edu.my/1097/1/BCEGI%2042.pdf |