PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK
Pile foundation is the foundation that has the purpose to continue the load of storey buildings to bed rock underneath. The received load will be retained by bearing capacity and frictional resistance depending on the depth of pile and pile types. On soft soil, foundation pile is preferred because i...
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| Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2014
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| _version_ | 1826048764774711296 |
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| author | , MOHD. AMIR HAMZAH HARAHAP , Dr. Ir. Ahmad Rifa�i M.T |
| author_facet | , MOHD. AMIR HAMZAH HARAHAP , Dr. Ir. Ahmad Rifa�i M.T |
| author_sort | , MOHD. AMIR HAMZAH HARAHAP |
| collection | UGM |
| description | Pile foundation is the foundation that has the purpose to continue the load of
storey buildings to bed rock underneath. The received load will be retained by
bearing capacity and frictional resistance depending on the depth of pile and pile
types. On soft soil, foundation pile is preferred because it does not influence the
soil water level.
Hotel Grand using existing pile foundations in the form of cylindrical pile with
the cross-sectional diameter d = 0.45 m. Redesign is done by using square pile
with the cross-section width b = 0.5. In this design, Pile are planting at a depth of
15 m (on the inside of the building) and 18.5 m (to the edge of the building). Soil
on the construction site of Grand Central is soft soil such as sand soil interspersed
with thin layers of clay and there is peat soil above it. Soil on this location is water
saturated soil, so pile foundation is a method that should be use.
Exsisting allowed bearing capacity is Qa = 87 tons for L = 15 m and Qa = 92 tons
for L = 18.5 m, with allowed lateral resistance H = 40 kN. Allowed bearing
capacity and lateral resistance for redesign results is qa = 130 tons and H = 70 kN
for L = 15 m, and L = 18.5 m |
| first_indexed | 2024-03-13T23:35:17Z |
| format | Thesis |
| id | oai:generic.eprints.org:132144 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:35:17Z |
| publishDate | 2014 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1321442016-03-04T08:00:18Z https://repository.ugm.ac.id/132144/ PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK , MOHD. AMIR HAMZAH HARAHAP , Dr. Ir. Ahmad Rifa�i M.T ETD Pile foundation is the foundation that has the purpose to continue the load of storey buildings to bed rock underneath. The received load will be retained by bearing capacity and frictional resistance depending on the depth of pile and pile types. On soft soil, foundation pile is preferred because it does not influence the soil water level. Hotel Grand using existing pile foundations in the form of cylindrical pile with the cross-sectional diameter d = 0.45 m. Redesign is done by using square pile with the cross-section width b = 0.5. In this design, Pile are planting at a depth of 15 m (on the inside of the building) and 18.5 m (to the edge of the building). Soil on the construction site of Grand Central is soft soil such as sand soil interspersed with thin layers of clay and there is peat soil above it. Soil on this location is water saturated soil, so pile foundation is a method that should be use. Exsisting allowed bearing capacity is Qa = 87 tons for L = 15 m and Qa = 92 tons for L = 18.5 m, with allowed lateral resistance H = 40 kN. Allowed bearing capacity and lateral resistance for redesign results is qa = 130 tons and H = 70 kN for L = 15 m, and L = 18.5 m [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , MOHD. AMIR HAMZAH HARAHAP and , Dr. Ir. Ahmad Rifa�i M.T (2014) PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=72662 |
| spellingShingle | ETD , MOHD. AMIR HAMZAH HARAHAP , Dr. Ir. Ahmad Rifa�i M.T PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title | PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title_full | PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title_fullStr | PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title_full_unstemmed | PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title_short | PERANCANGAN SISTEM FONDASI DALAM BANGUNAN GEDUNG BERTINGKAT PADA TANAH LUNAK |
| title_sort | perancangan sistem fondasi dalam bangunan gedung bertingkat pada tanah lunak |
| topic | ETD |
| work_keys_str_mv | AT mohdamirhamzahharahap perancangansistemfondasidalambangunangedungbertingkatpadatanahlunak AT drirahmadrifaaimt perancangansistemfondasidalambangunangedungbertingkatpadatanahlunak |