PERILAKU GAYA LINTANG, MOMEN, DAN LENDUTAN PADA SISTEM PELAT TERPAKU DENGAN METODEBEAM ON ELASTIC FOUNDATION

• المؤلفون الرئيسيون: , FAISAL AZIZI, , Prof. Dr.Ir. H. Hary Christady Hardiyatmo, M. Eng., DEA
• التنسيق: Theses and Dissertations NonPeerReviewed
• منشور في: [Yogyakarta] : Universitas Gadjah Mada 2014
• الموضوعات: ETD
• الوصول للمادة أونلاين: 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
• المؤسسة: Universitas Gadjah Mada

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...