STABILIZATION OF CLAY AND RESIDUAL SOILS USING CEMENT - RICE HUSK ASH MIXTURES
The well established techniques of soil stabilization often use such cementing agents as Portland cement, lime, etc. Replacement of those cementing materials with industrial or agricultural by-product is highly desirable. Rice husk ash is a very potential paddy crop waste as pozzolanic materials whi...
| Main Author: | Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim |
|---|---|
| Format: | Laporan Penelitian |
| Language: | Bahasa Inggris |
| Published: |
Jurnal Teknik Sipil UNPAR
2004
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| Subjects: | |
| Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64345 |
| id |
oai:lib.umy.ac.id:64345 |
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| recordtype |
oai_dc |
| spelling |
oai:lib.umy.ac.id:643452021-06-16T13:08:07ZSTABILIZATION OF CLAY AND RESIDUAL SOILS USING CEMENT - RICE HUSK ASH MIXTURESAgus Setyo Muntohar, Ehammed A.Basha, Roslan Hashimsoil stabilisation, chemical additives, cement, rice husk ash, residual soil, clay.The well established techniques of soil stabilization often use such cementing agents as Portland cement, lime, etc. Replacement of those cementing materials with industrial or agricultural by-product is highly desirable. Rice husk ash is a very potential paddy crop waste as pozzolanic materials which result in a superior properties when combined with cement or other cementing agents. This paper presents the laboratory study on the stabilized soils with cement and rice husk ash. The experimental study included the evaluation of such properties of the soil as consistency limits, compaction, unconfined compressive strength, and X-Ray diffraction. Three types of soils are used in this study i.e granite residual soils, kaolinite clay and montmorillonite clay (bentonite). Test results show that both cement and rice husk ash reduces the plasticity of soils. In term of compactability, addition of rice husk ash and cement decreases the maximum dry density and increases the optimum moisture content. From the viewpoint of plasticity, compaction and strength characteristics, and economy, addition of 6 – 8 percent cement and 10 – 15 percent rice husk ash are recommended as an optimum amount for soils stabilization.Jurnal Teknik Sipil UNPAR2004Laporan Penelitian-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64345 |
| institution |
Universitas Muhammadiyah Yogyakarta |
| collection |
Perpustakaan Yogyakarta |
| language |
Bahasa Inggris |
| topic |
soil stabilisation, chemical additives, cement, rice husk ash, residual soil, clay. |
| spellingShingle |
soil stabilisation, chemical additives, cement, rice husk ash, residual soil, clay. Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim STABILIZATION OF CLAY AND RESIDUAL SOILS USING CEMENT - RICE HUSK ASH MIXTURES |
| description |
The well established techniques of soil stabilization often use such
cementing agents as Portland cement, lime, etc. Replacement of those
cementing materials with industrial or agricultural by-product is highly
desirable. Rice husk ash is a very potential paddy crop waste as
pozzolanic materials which result in a superior properties when
combined with cement or other cementing agents. This paper presents the
laboratory study on the stabilized soils with cement and rice husk ash.
The experimental study included the evaluation of such properties of the
soil as consistency limits, compaction, unconfined compressive strength,
and X-Ray diffraction. Three types of soils are used in this study i.e
granite residual soils, kaolinite clay and montmorillonite clay
(bentonite). Test results show that both cement and rice husk ash reduces
the plasticity of soils. In term of compactability, addition of rice husk ash
and cement decreases the maximum dry density and increases the
optimum moisture content. From the viewpoint of plasticity, compaction
and strength characteristics, and economy, addition of 6 – 8 percent
cement and 10 – 15 percent rice husk ash are recommended as an
optimum amount for soils stabilization. |
| format |
Laporan Penelitian |
| author |
Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim |
| author_sort |
Agus Setyo Muntohar, Ehammed A.Basha, Roslan Hashim |
| title |
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES |
| title_short |
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES |
| title_full |
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES |
| title_fullStr |
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES |
| title_full_unstemmed |
STABILIZATION OF CLAY
AND RESIDUAL SOILS USING
CEMENT - RICE HUSK ASH MIXTURES |
| title_sort |
stabilization of clay
and residual soils using
cement - rice husk ash mixtures |
| publisher |
Jurnal Teknik Sipil UNPAR |
| publishDate |
2004 |
| url |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64345 |
| isbn |
- |
| _version_ |
1702751143396900864 |
| score |
14.79448 |