EVALUATION THE USING OF PLASTIC SACK RUBBISH AS FABRICS ON EXPANSIVE EMBANKMENT
Soil stabilization or soil treatment has been employed and developed time by time. Fabrics are commonly used, especially polypropylene (PP), polyvinyl, or polyethylene. Plastic rubbish is solid waste that comprised by PP. This paper described them as soil reinforcement and their application. The fib...
| Main Author: | Agus Setyo Muntohar |
|---|---|
| Format: | Laporan Penelitian |
| Language: | Bahasa Inggris |
| Published: |
Jurnal Semesta Teknika UMY
2000
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| Subjects: | |
| Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64325 |
| id |
oai:lib.umy.ac.id:64325 |
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| recordtype |
oai_dc |
| spelling |
oai:lib.umy.ac.id:643252021-06-16T13:08:07ZEVALUATION THE USING OF PLASTIC SACK RUBBISH AS FABRICS ON EXPANSIVE EMBANKMENTAgus Setyo Muntoharfiber, inclusion, reinforcementSoil stabilization or soil treatment has been employed and developed time by time. Fabrics are commonly used, especially polypropylene (PP), polyvinyl, or polyethylene. Plastic rubbish is solid waste that comprised by PP. This paper described them as soil reinforcement and their application. The fiber mixtures vary in length that are 5 mm, 10 mm, 20 mm and the content 0.5%, 1% of dry weight. The main equipment for this test is direct shear test (DST). According the test result and discussion, it was shown that the rubbish (plastic sack) has enhanced the shear strength of clay soil. Fiber content 0.5% is better than 1 % to provide shear resistance. The stability of embankment, analyze by Bishop Method with RSS program, increased from 1.458 to be 2.247 at 0.5% fiber content – length 20 mm.Jurnal Semesta Teknika UMY2000Laporan Penelitian-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64325 |
| institution |
Universitas Muhammadiyah Yogyakarta |
| collection |
Perpustakaan Yogyakarta |
| language |
Bahasa Inggris |
| topic |
fiber, inclusion, reinforcement |
| spellingShingle |
fiber, inclusion, reinforcement Agus Setyo Muntohar EVALUATION THE USING OF PLASTIC SACK RUBBISH AS FABRICS ON EXPANSIVE EMBANKMENT |
| description |
Soil stabilization or soil treatment has been employed and developed time by
time. Fabrics are commonly used, especially polypropylene (PP), polyvinyl, or
polyethylene. Plastic rubbish is solid waste that comprised by PP. This paper described
them as soil reinforcement and their application. The fiber mixtures vary in length that
are 5 mm, 10 mm, 20 mm and the content 0.5%, 1% of dry weight. The main equipment
for this test is direct shear test (DST).
According the test result and discussion, it was shown that the rubbish (plastic
sack) has enhanced the shear strength of clay soil. Fiber content 0.5% is better than 1
% to provide shear resistance. The stability of embankment, analyze by Bishop Method
with RSS program, increased from 1.458 to be 2.247 at 0.5% fiber content – length 20
mm. |
| format |
Laporan Penelitian |
| author |
Agus Setyo Muntohar |
| author_sort |
Agus Setyo Muntohar |
| title |
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT |
| title_short |
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT |
| title_full |
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT |
| title_fullStr |
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT |
| title_full_unstemmed |
EVALUATION THE USING OF PLASTIC SACK RUBBISH AS
FABRICS ON EXPANSIVE EMBANKMENT |
| title_sort |
evaluation the using of plastic sack rubbish as
fabrics on expansive embankment |
| publisher |
Jurnal Semesta Teknika UMY |
| publishDate |
2000 |
| url |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64325 |
| isbn |
- |
| _version_ |
1702751139434332160 |
| score |
14.79448 |