ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS
Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume of soil mass. Based on these issues, the founda...
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| Format: | Article |
| Language: | English |
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Universitas Negeri Semarang
2016-07-01
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| Series: | Jurnal Teknik Sipil dan Perencanaan |
| Subjects: | |
| Online Access: | https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/7835 |
| _version_ | 1817994465477918720 |
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| author | Rini Kusumawardani Henry Apriyatno Rizki Julia Rachmawati Ririn Anggraini |
| author_facet | Rini Kusumawardani Henry Apriyatno Rizki Julia Rachmawati Ririn Anggraini |
| author_sort | Rini Kusumawardani |
| collection | DOAJ |
| description | Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume of soil mass. Based on these issues, the foundation system of building is the primary factor which must be considered. This paper revealed the comparation of foundation behavior due to static by using Poulos Method and PLAXS 2D. Pile-raft designed by Poulos method was chosen as a subject of research. Analysis of liquefaction potential, soil settlement, carrying capacity, and the safety factor was analyzed by using CYCLIC 1D, 2D PLAXIS and Methods Poulus. For analysis by the Poulus method reached a soil settelement 4.3 cm and a safety factor 10.76. While by using PLAXIS 2D obtained 0.30 cm and 2,088 for soil settlement and safety factor respectively. Furthermore, a seismic motion of 9.2 scale of Richter mgnitude are injected into analysis resistance of foundation. |
| first_indexed | 2024-04-14T01:53:14Z |
| format | Article |
| id | doaj.art-23f375476bad42ac82cf803342315462 |
| institution | Directory Open Access Journal |
| issn | 1411-1772 2503-1899 |
| language | English |
| last_indexed | 2024-04-14T01:53:14Z |
| publishDate | 2016-07-01 |
| publisher | Universitas Negeri Semarang |
| record_format | Article |
| series | Jurnal Teknik Sipil dan Perencanaan |
| spelling | doaj.art-23f375476bad42ac82cf8033423154622022-12-22T02:19:14ZengUniversitas Negeri SemarangJurnal Teknik Sipil dan Perencanaan1411-17722503-18992016-07-01182127138ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXISRini Kusumawardani0Henry Apriyatno1Rizki Julia Rachmawati2Ririn Anggraini3 Universitas Negeri Semarang (UNNES) Universitas Negeri Semarang (UNNES) Universitas Negeri Semarang (UNNES) Universitas Negeri Semarang (UNNES)Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume of soil mass. Based on these issues, the foundation system of building is the primary factor which must be considered. This paper revealed the comparation of foundation behavior due to static by using Poulos Method and PLAXS 2D. Pile-raft designed by Poulos method was chosen as a subject of research. Analysis of liquefaction potential, soil settlement, carrying capacity, and the safety factor was analyzed by using CYCLIC 1D, 2D PLAXIS and Methods Poulus. For analysis by the Poulus method reached a soil settelement 4.3 cm and a safety factor 10.76. While by using PLAXIS 2D obtained 0.30 cm and 2,088 for soil settlement and safety factor respectively. Furthermore, a seismic motion of 9.2 scale of Richter mgnitude are injected into analysis resistance of foundation.https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/7835Pile-raft foundationPoulus Methodsoil settlementsafety factor |
| spellingShingle | Rini Kusumawardani Henry Apriyatno Rizki Julia Rachmawati Ririn Anggraini ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS Jurnal Teknik Sipil dan Perencanaan Pile-raft foundation Poulus Method soil settlement safety factor |
| title | ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS |
| title_full | ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS |
| title_fullStr | ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS |
| title_full_unstemmed | ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS |
| title_short | ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS |
| title_sort | analisis daya dukung pondasi tiang rakit pada daerah rawan gempa menggunakan metode poulus dan program numeris plaxis |
| topic | Pile-raft foundation Poulus Method soil settlement safety factor |
| url | https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/7835 |
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