Bearing Capacity Of Partial Skirted Footing Clay Upper Sand
| Main Authors: | Hanani, Mohammed A A, , Anto Budi Listyawan, S.T., M.Sc. |
|---|---|
| Format: | Thesis NonPeerReviewed application/pdf |
| Bahasa: | eng |
| Terbitan: |
, 2017
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| Subjects: | |
| Online Access: |
http://eprints.ums.ac.id/54109/11/NASKAH%20%20PUBLIKASI.pdf http://eprints.ums.ac.id/54109/12/Pernyataan.pdf http://eprints.ums.ac.id/54109/ |
Daftar Isi:
- 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.