Hanani, Mohammed A A and , Anto Budi Listyawan, S.T., M.Sc. (2017) Bearing Capacity Of Partial Skirted Footing Clay Upper Sand. Skripsi thesis, Universitas Muhammadiyah Surakarta.
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Abstract
Capacity bearing considered as the main factor for foundation design, it is a mandatory to reach an effort to enhance the bearing capacity, Attached skirts that linked to the bellow it is an alternative of it, it could be used to enhancement capacity bearing of shallow footing on soil sand, the research testing twelve lab experiments on steel circular footing with different diameter with different formulation of water content and compaction method, from the test it could conclude partial skirts are very effective to enhance the ultimate capacity, it increases the length as well as it reduce the settlement , settlement decreases when it observed on the same value of load, the longest skirted has the best situation of settlement.The settlement generally decreases, when it is observed on the same value of load, 5.00 KN. Skirted circular footing with the longest skirt has the best condition of settlement.
| Item Type: | Karya ilmiah (Skripsi) |
|---|---|
| Uncontrolled Keywords: | Bearing Capacity, Circular Footing, Clay, Foundation, Sand, Partial Skirt. |
| Subjects: | H Social Sciences > H Social Sciences (General) |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | MOHAMMED A A HANANI |
| Date Deposited: | 02 Aug 2017 02:45 |
| Last Modified: | 02 Aug 2017 02:47 |
| URI: | http://eprints.ums.ac.id/id/eprint/54109 |
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