STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM PADI DAN SERAT KARUNG PLASTIK
The previous research result has shown that soil stabilization that use lime, rice husk ash and plastic sack fiber is ductile and produces high strength. This research studies the bearing capacity and vertical displacement of embankment models to obtain the highest bearing capacity and the lowest di...
| Main Author: | Agus Setyo Muntohar, Anita Widianti, Edi Hartono |
|---|---|
| Format: | Laporan Penelitian |
| Language: | Bahasa Indonesia |
| Published: |
Jurnal Teknik Sipil UMS
2008
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| Subjects: | |
| Online Access: |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64350 |
| id |
oai:lib.umy.ac.id:64350 |
|---|---|
| recordtype |
oai_dc |
| spelling |
oai:lib.umy.ac.id:643502021-06-16T13:08:07ZSTUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM PADI DAN SERAT KARUNG PLASTIKAgus Setyo Muntohar, Anita Widianti, Edi Hartonoembankment, lime, rice husk ash, plastic sack fiberThe previous research result has shown that soil stabilization that use lime, rice husk ash and plastic sack fiber is ductile and produces high strength. This research studies the bearing capacity and vertical displacement of embankment models to obtain the highest bearing capacity and the lowest displacement of various configuration of lime-rice husk ash-plastic fiber mixture are compares with that of natural soil embankment. The configuration tested are layered, columned, covered and mixed embankments. Two variations of the base of the embankment model are silt soil and soft clay soil. The study is limited for the case of static loading. The main apparatus is an adjustable displacement rate load cell. Loading is increased slowly such that the rate of displacement is about 1 mm/minute. The loading is ended by the occurance of failure indicated by sudden drop of loading force. The vertical displacement is read from dial gauge indicator. The result of the study indicates that the best mixture in term of highest bearing capacity and lowest displacement is the mixed embankment. The measured ultimate bearing capacity of mixed embankment reach 3625 kPa that is 111 times that of the natural soil embankment. The failure of the natural soil embankment is at 7,0 kN loading. At this loading the measured vertical displacement of mixed embankment is 65 % less than that of the natural soil embankment.Jurnal Teknik Sipil UMS2008Laporan Penelitian-Bahasa Indonesiahttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64350 |
| institution |
Universitas Muhammadiyah Yogyakarta |
| collection |
Perpustakaan Yogyakarta |
| language |
Bahasa Indonesia |
| topic |
embankment, lime, rice husk ash, plastic sack fiber |
| spellingShingle |
embankment, lime, rice husk ash, plastic sack fiber Agus Setyo Muntohar, Anita Widianti, Edi Hartono STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM PADI DAN SERAT KARUNG PLASTIK |
| description |
The previous research result has shown that soil stabilization that use lime, rice husk ash and plastic sack fiber is
ductile and produces high strength. This research studies the bearing capacity and vertical displacement of embankment
models to obtain the highest bearing capacity and the lowest displacement of various configuration of lime-rice husk
ash-plastic fiber mixture are compares with that of natural soil embankment. The configuration tested are layered,
columned, covered and mixed embankments. Two variations of the base of the embankment model are silt soil and soft
clay soil. The study is limited for the case of static loading. The main apparatus is an adjustable displacement rate load
cell. Loading is increased slowly such that the rate of displacement is about 1 mm/minute. The loading is ended by the
occurance of failure indicated by sudden drop of loading force. The vertical displacement is read from dial gauge
indicator. The result of the study indicates that the best mixture in term of highest bearing capacity and lowest
displacement is the mixed embankment. The measured ultimate bearing capacity of mixed embankment reach 3625 kPa
that is 111 times that of the natural soil embankment. The failure of the natural soil embankment is at 7,0 kN loading. At
this loading the measured vertical displacement of mixed embankment is 65 % less than that of the natural soil
embankment. |
| format |
Laporan Penelitian |
| author |
Agus Setyo Muntohar, Anita Widianti, Edi Hartono |
| author_sort |
Agus Setyo Muntohar, Anita Widianti, Edi Hartono |
| title |
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM
PADI DAN SERAT KARUNG PLASTIK |
| title_short |
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM
PADI DAN SERAT KARUNG PLASTIK |
| title_full |
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM
PADI DAN SERAT KARUNG PLASTIK |
| title_fullStr |
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM
PADI DAN SERAT KARUNG PLASTIK |
| title_full_unstemmed |
STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM
PADI DAN SERAT KARUNG PLASTIK |
| title_sort |
studi model embankment tanah dengan campuran kapur-abu sekam
padi dan serat karung plastik |
| publisher |
Jurnal Teknik Sipil UMS |
| publishDate |
2008 |
| url |
http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64350 |
| isbn |
- |
| _version_ |
1702751144402485248 |
| score |
14.79448 |