PERILAKU GAYA LINTANG, MOMEN, DAN LENDUTAN PADA SISTEM PELAT TERPAKU DENGAN METODEBEAM ON ELASTIC FOUNDATION
In Indonesia, there are many places where the ground soil conditions (subgrade) located on soft soil or expansive soil. Pavement design existing method generally assumed that the subgrade in a stable condition, so pavement thickness structure components based solely on the subgrade bearing capacity...
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| Main Authors: | , |
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| Format: | Theses and Dissertations NonPeerReviewed |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/127348/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67598 |
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| Institution: | Universitas Gadjah Mada |