Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050)
<p>In Indonesia, many roads have been damaged especially on flexible pavement design. There are caused by the high of traffic volume, extreme climate changes, the bad subgrade quality and the lack of quality of pavement material. The aim of this research is to analysis of the pavement quality...
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| Format: | Article |
| Language: | English |
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Universitas Muhammadiyah Yogyakarta
2017-11-01
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| Series: | Semesta Teknika |
| Subjects: | |
| Online Access: | https://journal.umy.ac.id/index.php/st/article/view/2723 |
| _version_ | 1818250539898503168 |
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| author | Doni Ikrar Dinata Anita Rahmawati Dian Setiawan M |
| author_facet | Doni Ikrar Dinata Anita Rahmawati Dian Setiawan M |
| author_sort | Doni Ikrar Dinata |
| collection | DOAJ |
| description | <p>In Indonesia, many roads have been damaged especially on flexible pavement design. There are caused by the high of traffic volume, extreme climate changes, the bad subgrade quality and the lack of quality of pavement material. The aim of this research is to analysis of the pavement quality of the road using KENPAVE program. Case study research is on Karangmojo– Semin road, Sta. (0 + 000) to Sta. (4 + 050), Gunung Kidul, D.I Yogyakarta. The program can give the value of stress and strain on the road due to traffic load. The response of stress and strain caused by fatigue cracking and rutting from KENPAVE output with pavement thickness analysis using Bina Marga 1987method are 0,000408 and 0,00138, respectively and using AASHTO 1993 method the fatigue crackingand rutting are 0,000322 and 0,00134, respectively. The flexible pavement design using method of Bina Marga 1987 and AASHTO 1993 produce the amount of load repetition with a traffic load plan is greater than the number of repetition load plan, so the road will have possibilities of fatigue cracking and rutting damage before the design life reached.</p> |
| first_indexed | 2024-12-12T15:54:00Z |
| format | Article |
| id | doaj.art-c9834fe5f9d5457aa74b349e3a150f80 |
| institution | Directory Open Access Journal |
| issn | 1411-061X 2502-5481 |
| language | English |
| last_indexed | 2024-12-12T15:54:00Z |
| publishDate | 2017-11-01 |
| publisher | Universitas Muhammadiyah Yogyakarta |
| record_format | Article |
| series | Semesta Teknika |
| spelling | doaj.art-c9834fe5f9d5457aa74b349e3a150f802022-12-22T00:19:33ZengUniversitas Muhammadiyah YogyakartaSemesta Teknika1411-061X2502-54812017-11-012018192359Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050)Doni Ikrar Dinata0Anita Rahmawati1Dian Setiawan M2Universitas Muhammadiyah YogyakartaUniversitas Muhammadiyah YogyakartaUniversitas Muhammadiyah Yogyakarta<p>In Indonesia, many roads have been damaged especially on flexible pavement design. There are caused by the high of traffic volume, extreme climate changes, the bad subgrade quality and the lack of quality of pavement material. The aim of this research is to analysis of the pavement quality of the road using KENPAVE program. Case study research is on Karangmojo– Semin road, Sta. (0 + 000) to Sta. (4 + 050), Gunung Kidul, D.I Yogyakarta. The program can give the value of stress and strain on the road due to traffic load. The response of stress and strain caused by fatigue cracking and rutting from KENPAVE output with pavement thickness analysis using Bina Marga 1987method are 0,000408 and 0,00138, respectively and using AASHTO 1993 method the fatigue crackingand rutting are 0,000322 and 0,00134, respectively. The flexible pavement design using method of Bina Marga 1987 and AASHTO 1993 produce the amount of load repetition with a traffic load plan is greater than the number of repetition load plan, so the road will have possibilities of fatigue cracking and rutting damage before the design life reached.</p>https://journal.umy.ac.id/index.php/st/article/view/2723aashto 1993, bina marga 1987, fatigue cracking, kenpave, pavement thickness, rutting |
| spellingShingle | Doni Ikrar Dinata Anita Rahmawati Dian Setiawan M Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) Semesta Teknika aashto 1993, bina marga 1987, fatigue cracking, kenpave, pavement thickness, rutting |
| title | Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) |
| title_full | Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) |
| title_fullStr | Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) |
| title_full_unstemmed | Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) |
| title_short | Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050) |
| title_sort | evaluasi tebal perkerasan lentur dengan metode analisa komponen dari bina marga 1987 dan metode aashto 1993 menggunakan program kenpave studi kasus jalan karangmojo semin sta 0 000 sampai sta 4 050 |
| topic | aashto 1993, bina marga 1987, fatigue cracking, kenpave, pavement thickness, rutting |
| url | https://journal.umy.ac.id/index.php/st/article/view/2723 |
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