PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL DAN ANALISIS BEBAN DORONG
Creep or soil movement as the interesting part of landslide, already happened since 1980's at south side of Talang Bawong Kalibawang Irrigation Channel km 15.9. Various researches have been conducted by using elasto-plastic model which can not accommodate the time dependent behaviour. The objec...
| Main Authors: | , |
|---|---|
| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2011
|
| Subjects: |
| _version_ | 1826043825421811712 |
|---|---|
| author | , Alamsyah , Dr. -Ing. Ir. Andreas Triwiyono |
| author_facet | , Alamsyah , Dr. -Ing. Ir. Andreas Triwiyono |
| author_sort | , Alamsyah |
| collection | UGM |
| description | Creep or soil movement as the interesting part of landslide, already happened since
1980's at south side of Talang Bawong Kalibawang Irrigation Channel km 15.9. Various researches
have been conducted by using elasto-plastic model which can not accommodate the time dependent
behaviour. The objective of this research is to study the creep behaviour using numerical model.Soil
constitutive model that used are Mohr-Coulomb and soft soil creep that already available in Plaxis.
Some engineering judgements are used to give good correspond to field strain data recorded. The
behaviour of creeping slope is studied by concerning groundwater level, static loads, seismic and
collapse condition of slope.The study result showed that creep depends on groundwater level and its
fluctuation which the ground movement can reach about 0.192 mm/year at side of street. Due to the
load increment, maximum creep at inspection road reach 0.08 mm/year. For one second period
seismic force the slope able to creep until 37.28 mm/year although reduction form 0.395 mm/year up
to 0.547 mm/year in three years after. In assumption failure will be happened after 1.05 m up to 1.56
m displacement, the slope failure can occurred about 6 month untill 12 month later. Towards failure
in progress the creep increased up to 564.6 mm/year up to 2549.8 mm/year. |
| first_indexed | 2024-03-13T22:09:52Z |
| format | Thesis |
| id | oai:generic.eprints.org:90265 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T22:09:52Z |
| publishDate | 2011 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:902652014-08-20T02:50:15Z https://repository.ugm.ac.id/90265/ PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL DAN ANALISIS BEBAN DORONG , Alamsyah , Dr. -Ing. Ir. Andreas Triwiyono ETD Creep or soil movement as the interesting part of landslide, already happened since 1980's at south side of Talang Bawong Kalibawang Irrigation Channel km 15.9. Various researches have been conducted by using elasto-plastic model which can not accommodate the time dependent behaviour. The objective of this research is to study the creep behaviour using numerical model.Soil constitutive model that used are Mohr-Coulomb and soft soil creep that already available in Plaxis. Some engineering judgements are used to give good correspond to field strain data recorded. The behaviour of creeping slope is studied by concerning groundwater level, static loads, seismic and collapse condition of slope.The study result showed that creep depends on groundwater level and its fluctuation which the ground movement can reach about 0.192 mm/year at side of street. Due to the load increment, maximum creep at inspection road reach 0.08 mm/year. For one second period seismic force the slope able to creep until 37.28 mm/year although reduction form 0.395 mm/year up to 0.547 mm/year in three years after. In assumption failure will be happened after 1.05 m up to 1.56 m displacement, the slope failure can occurred about 6 month untill 12 month later. Towards failure in progress the creep increased up to 564.6 mm/year up to 2549.8 mm/year. [Yogyakarta] : Universitas Gadjah Mada 2011 Thesis NonPeerReviewed , Alamsyah and , Dr. -Ing. Ir. Andreas Triwiyono (2011) PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL DAN ANALISIS BEBAN DORONG. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=52714 |
| spellingShingle | ETD , Alamsyah , Dr. -Ing. Ir. Andreas Triwiyono PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL DAN ANALISIS BEBAN DORONG |
| title | PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL
DAN ANALISIS BEBAN DORONG |
| title_full | PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL
DAN ANALISIS BEBAN DORONG |
| title_fullStr | PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL
DAN ANALISIS BEBAN DORONG |
| title_full_unstemmed | PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL
DAN ANALISIS BEBAN DORONG |
| title_short | PERILAKU SAMBUNGAN BALOK-KOLOM PRACETAK SISI DALAM BERDASARKAN METODE EKSPERIMENTAL
DAN ANALISIS BEBAN DORONG |
| title_sort | perilaku sambungan balok kolom pracetak sisi dalam berdasarkan metode eksperimental dan analisis beban dorong |
| topic | ETD |
| work_keys_str_mv | AT alamsyah perilakusambunganbalokkolompracetaksisidalamberdasarkanmetodeeksperimentaldananalisisbebandorong AT dringirandreastriwiyono perilakusambunganbalokkolompracetaksisidalamberdasarkanmetodeeksperimentaldananalisisbebandorong |