UNIVERSITAS BINA DARMA, UNIVERSITAS BINA DARMA UNIVERSITAS BINA DARMA - PASCA SARJANA - TEKNIK SIPIL - REKAYASA GEOTEKNIK LANJUT (MTS271342) - FOUNDATION DESIGN. UNIVERSITAS BINA DARMA.
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3. Kuliah 5 PASCA SARJANA 2019 - 2020 GANJIL UBD.pdf Download (2MB) | Preview |
Abstract
TYPE OF BUILDING FOUNDATION ▪ Shallow Foundation ▪ Mat Foundation ▪ Deep Foundation 3 Shallow Foundation Introduction Bearing capacity analysis Size of footings Contact pressure Total & differential settlement 4 Bearing capacity Bearing capacity is the ability of the soil to support a foundation & structure Ultimate Bearing Capacity (qu ) is the load per unit area that will cause a shear failure of the soil immediately below foundation. The allowable bearing capacity is the ultimate bearing capacity divided by a factor of safety. A factor of safety of 2.5 to 3.0 is commonly applied to the bearing capacity of the soil in order to avoid excessive settlement of the foundation.
| Item Type: | Other |
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Mr Edi Surya Negara |
| Date Deposited: | 15 Feb 2022 07:35 |
| Last Modified: | 15 Feb 2022 07:35 |
| URI: | http://eprints.binadarma.ac.id/id/eprint/5683 |
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