METHOD OF CALCULATIONS FOR THE DEFLECTIONS, MOMENTS AND SHEARS ON CAKAR AYAM SYSTEM TO DESIGN CONCRETE ROAD PAVEMENTS
| dc.contributor.author | Hardiyatmo, Hary Christady | |
| dc.date.accessioned | 2012-06-21T04:30:52Z | |
| dc.date.available | 2012-06-21T04:30:52Z | |
| dc.date.issued | 2010-01 | |
| dc.identifier.citation | Firdiansyah, A, 2009, Evaluasi Dimensi Sistem Cakar Ayam Akibat Pengaruh Variasi Letak Beban dan Kondisis Tanah, Tesis Magister Pengelolaan Sarana Prasarana (MPSP), Pro-gram Pasca Sarjana, UGM, Yogyakarta. Hardiyatmo,H.C, Suhendro, B., Hutagamis sufardal, Susanto, H.A., 1999, Perilaku Fondasi Cakar Ayam pada Model di Laboratorium Kontribusi untuk Perancangan, Prosiding Se-minar Nasional Geoteknik, UGM, Yogyakarta. Hardiyatmo, H.C, Suhendro, B., Adi, A.D, 2000, Perilaku Fon-dasi Cakar Ayam pada model di laboratorium-Kontribusi untuk Perancangan, Lembaga Penelitian UGM, Yogya-karta. Hardiyatmo, H.C., 2008, Sistem Cakar Ayam sebagai Alternatif Penyelesaian Masalah Perkerasan Kaku (Rigid Pavement) pada Tanah-dasar Ekspansif, Seminar Nasional Tepat Guna Penanganan Sarana Prasarana di Indonesia, Magister Pe-ngelolaan Sarana Prasarana UGM, Yogyakarta. Hetenyi, M.,1974, Beams On Elastic Foundation, Ann Arbor, The University Of Michigan Press. Nawangalam, P., 2008, Pemodelan Elemen Hingga Sistem Ca-kar Ayam dengan Analisis Tanah-dasar Non-Linier, Tesis S-2 Program Pasca Sarjana, UGM, Yogyakarta. Romadhoni, J., 2008, Perilaku Perkerasan Sistem Cakar Ayam dengan Metode Elemen Hingga, Tugas Akhir S-1, Jurusan Teknik Sipil dan Lingkungan FT UGM. Suhendro, B., 1992,” Laporan Kemajuan ke III, Studi Optima-lisasi Formula Cakar Ayam, Jurusan Teknik Sipil Universi-tas Gadjah Mada, Yogyakarta. Suhendro, B., 2006, Sistem Cakar Ayam Modifikasi sebagai Al-ternatif Solusi Konstruksi Jalan di atas Tanah Lunak, Sadur-an dari buku 60 tahun RI, Jakarta. | en_US |
| dc.identifier.issn | 1411-8904 | |
| dc.identifier.uri | http://hdl.handle.net/11617/1656 | |
| dc.description.abstract | For road pavements, a Modified Cakar Ayam System that consists of thin concrete slab supported by rows of short pipes is appropriate to be constructed on difficult subgrade, such as soft soil and expansive soil. Until now, several design methods have been proposed, using modified beam elastic foundation method and finite element method. This paper presents results of analysis on a section of Modified Cakar Ayam System consisted of three rows of “cakar” with the dimension of slab 7,5 m x 2,5 m. Analysis were done by using finite element method (SAP 2000). The deflections, moments and shears produced by 1 tons (10 kN) point load acting on center and edge of the slab of Cakar Ayam System were calculated and are presented in the form of graphs and tables. | en_US |
| dc.publisher | lppmums | en_US |
| dc.subject | Modified Cakar Ayam System | en_US |
| dc.subject | deflections | en_US |
| dc.subject | moments | en_US |
| dc.subject | shears | en_US |
| dc.title | METHOD OF CALCULATIONS FOR THE DEFLECTIONS, MOMENTS AND SHEARS ON CAKAR AYAM SYSTEM TO DESIGN CONCRETE ROAD PAVEMENTS | en_US |
| dc.title.alternative | METODE HITUNGAN LENDUTAN, MOMEN DAN GAYA LINTANG SISTEM CAKAR AYAM UNTUK PERANCANGAN PERKERASAN JALAN BETON | en_US |
| dc.type | Article | en_US |
