Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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)
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.
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)
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.
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)
Dinata, Doni Ikrar (Autor:in) / Rahmawati, Anita (Autor:in) / M, Dian Setiawan (Autor:in)
18.05.2017
doi:10.18196/st.v20i1.2723
Semesta Teknika; Vol 20, No 1 (2017): MEI 2017; 8-19 ; 2502-5481 ; 1411-061X
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
621
KOMPARASI TEBAL PERKERASAN LENTUR METODE AASHTO 1993 DENGAN METODE BINA MARGA
| DOAJ | 2017
| BASE | 2025
| DOAJ | 2018