Studi Perbandingan Metode Perencanaan Perkerasan Kaku untuk Lapangan Terbang
DAFTAR PUSTAKA
1. Basuki, H. 2008. Merancang, Merencana Lapangan Terbang.
Bandung:Penerbit PT.Alumni.
2. Horonjeff, R. dan McKevey, F. 1993. Perencanaan dan
Perancangan Bandar Udara. jilid ketiga, Jakarta:Penerbit
Erlangga.
3. FAA, Advisory Circular AC-150-5320-6E., 2009.
Airport
Pavemnet Design And Evaluation. United State Of America.
4. FAA, Advisory Circular AC-150/5370-16., 2007. Rapid
Construction Of Rigid (Portland Cement Concrete) Airfield
Pavements. United State Of America.
5. FAA, Order 5300.7., 2005. Standard Naming Convention for
Aircraft Landing Gear Configurations.United State Of America.
6. FAA, Advisory Circular AC-150/5300-13A., 2012. Airport
Design. United State Of America
7. International Civil Aviation Organization, ICAO Annex 14.,
1999, Aerodrome Design Manual, third edition, Part 3,
pavement.
8. Packard, R. 1995. Design Of Concrete Airport Pavement.
Engineering Bulletin, Portland Cement Association.
9. Yoder, J. Dan Witczak, W., 1975. Principle Of Pavement
Design. Second Edition, London.
10. Huang, Y., 2004. Pavement Analisis And Design. Pearson
Education, Upper Saddle Silver, New Jersey.
Universitas Sumatera Utara
11. Kosasih, D., 2005. Rekayasa Stuktur Dan Bahan Perkerasan.
Catatan Kuliah Teknik Sipil Dan Lingkungan, Bandung:
Penerbit ITB
12. Kosasih, D., 2005. Perancangan Perkerasaan Dan Bahan.
Catatan Kuliah DepartemenTeknik Sipil, Bandung: Penerbit
ITB
13. Kosasih, D., 2007. Analisis Desain Struktur Perkerasan Kaku
Landasan Pesawat Udara Dengan Menggunakan Program
Airfield. Jurnal Infrastruktur Dan Lingkungan, Volume 3,
Nomor 1, Halaman 36-44.
14. Kawa, I. et al., 2002. Implementation Of Rigid Pavement
Thickness Design For New Pavements. Federal Aviation
Administration Airport Technology Transfer Confrence,
United State Of America.
15. Tipnis, M. Dan Patil, M., 2014. Design Program Based PCN
Evaluation Of Aircraft Pavements. FAA Worldwide Airport
Technology Transfer Conference, New Jersey, United State Of
America
16. Roesler, J. et al., 2007. Effect Of Gear Positions On Airfield
Rigid Pavement Critical Stress Locations. FAA Worldwide
Airport Technology Transfer Conference, Atlantic City, New
Jersey, United State Of America
Universitas Sumatera Utara
17. Shafabakhsh, G. Dan Khasi, E., 2014. Effect of aircraft wheel
load and configuration on runway damages. Perodica
Polytechnica Civil Engineering, Halaman 85-94.
18. Prihatiningsih, A. Dan Itang, F., 2001. Desain Tebal
Perkerasan Kaku Lapangan Terbang Dengan Metode Portland
Cement
Association.
Jurnal
teknik
sipil
universitas
tarumanegara, No.2:227-237, Mei 2001.
19. Barman, M. Dan Pandey, B.B., 2008. Backcalculation Of
Layer Moduli Of Concrete Pavement By Falling Weight
Deflectometer. Paper No.545, Desember 2008.
20. Daggubati, S. et al. 2014. Runway design and structural design of
an airfield pavement. e-ISSN: 2278-1684. Volume 11, halaman
10-27.
21. Cojocaru, R., 2011. The Design Of The Airport Rigid Pavement
Stucture. Gheorghe Asachi Technical Univrsity Of Lasi, April
2011.
22. Covatariu, G. et al. 2011. Design Of Airport Rigid Runway
Structure With Neural Network. Gheorghe Asachi Technical
University Of Lasi, September 2011.
23. Shafabakhsh. dan Kashi., 2015 Effect of Aircraft Wheel Load
and
Configuration
on
Runway
Damages.
Periodica
Polytechnica Civil Engineering, November 2014.
24. Horonjeff, R., et al . 2010. Planning And Design Of Airport.
Fifth Edition, McGraw-Hill Companies, Inc.
Universitas Sumatera Utara
25. Jodi, W., 2015. Airport Of the World. Online, tersedia :
http://worldairports.de/index_en.php. 7 maret 2015.
26. http://www.airliners.net , “Characteristic and History Aircraft “
27. FAA., 2012. Aviation Maintenance Technician Handbook.
Volume I, the United States Department of Transportation,
Federal Aviation Administration, Oklahoma City.
Universitas Sumatera Utara
1. Basuki, H. 2008. Merancang, Merencana Lapangan Terbang.
Bandung:Penerbit PT.Alumni.
2. Horonjeff, R. dan McKevey, F. 1993. Perencanaan dan
Perancangan Bandar Udara. jilid ketiga, Jakarta:Penerbit
Erlangga.
3. FAA, Advisory Circular AC-150-5320-6E., 2009.
Airport
Pavemnet Design And Evaluation. United State Of America.
4. FAA, Advisory Circular AC-150/5370-16., 2007. Rapid
Construction Of Rigid (Portland Cement Concrete) Airfield
Pavements. United State Of America.
5. FAA, Order 5300.7., 2005. Standard Naming Convention for
Aircraft Landing Gear Configurations.United State Of America.
6. FAA, Advisory Circular AC-150/5300-13A., 2012. Airport
Design. United State Of America
7. International Civil Aviation Organization, ICAO Annex 14.,
1999, Aerodrome Design Manual, third edition, Part 3,
pavement.
8. Packard, R. 1995. Design Of Concrete Airport Pavement.
Engineering Bulletin, Portland Cement Association.
9. Yoder, J. Dan Witczak, W., 1975. Principle Of Pavement
Design. Second Edition, London.
10. Huang, Y., 2004. Pavement Analisis And Design. Pearson
Education, Upper Saddle Silver, New Jersey.
Universitas Sumatera Utara
11. Kosasih, D., 2005. Rekayasa Stuktur Dan Bahan Perkerasan.
Catatan Kuliah Teknik Sipil Dan Lingkungan, Bandung:
Penerbit ITB
12. Kosasih, D., 2005. Perancangan Perkerasaan Dan Bahan.
Catatan Kuliah DepartemenTeknik Sipil, Bandung: Penerbit
ITB
13. Kosasih, D., 2007. Analisis Desain Struktur Perkerasan Kaku
Landasan Pesawat Udara Dengan Menggunakan Program
Airfield. Jurnal Infrastruktur Dan Lingkungan, Volume 3,
Nomor 1, Halaman 36-44.
14. Kawa, I. et al., 2002. Implementation Of Rigid Pavement
Thickness Design For New Pavements. Federal Aviation
Administration Airport Technology Transfer Confrence,
United State Of America.
15. Tipnis, M. Dan Patil, M., 2014. Design Program Based PCN
Evaluation Of Aircraft Pavements. FAA Worldwide Airport
Technology Transfer Conference, New Jersey, United State Of
America
16. Roesler, J. et al., 2007. Effect Of Gear Positions On Airfield
Rigid Pavement Critical Stress Locations. FAA Worldwide
Airport Technology Transfer Conference, Atlantic City, New
Jersey, United State Of America
Universitas Sumatera Utara
17. Shafabakhsh, G. Dan Khasi, E., 2014. Effect of aircraft wheel
load and configuration on runway damages. Perodica
Polytechnica Civil Engineering, Halaman 85-94.
18. Prihatiningsih, A. Dan Itang, F., 2001. Desain Tebal
Perkerasan Kaku Lapangan Terbang Dengan Metode Portland
Cement
Association.
Jurnal
teknik
sipil
universitas
tarumanegara, No.2:227-237, Mei 2001.
19. Barman, M. Dan Pandey, B.B., 2008. Backcalculation Of
Layer Moduli Of Concrete Pavement By Falling Weight
Deflectometer. Paper No.545, Desember 2008.
20. Daggubati, S. et al. 2014. Runway design and structural design of
an airfield pavement. e-ISSN: 2278-1684. Volume 11, halaman
10-27.
21. Cojocaru, R., 2011. The Design Of The Airport Rigid Pavement
Stucture. Gheorghe Asachi Technical Univrsity Of Lasi, April
2011.
22. Covatariu, G. et al. 2011. Design Of Airport Rigid Runway
Structure With Neural Network. Gheorghe Asachi Technical
University Of Lasi, September 2011.
23. Shafabakhsh. dan Kashi., 2015 Effect of Aircraft Wheel Load
and
Configuration
on
Runway
Damages.
Periodica
Polytechnica Civil Engineering, November 2014.
24. Horonjeff, R., et al . 2010. Planning And Design Of Airport.
Fifth Edition, McGraw-Hill Companies, Inc.
Universitas Sumatera Utara
25. Jodi, W., 2015. Airport Of the World. Online, tersedia :
http://worldairports.de/index_en.php. 7 maret 2015.
26. http://www.airliners.net , “Characteristic and History Aircraft “
27. FAA., 2012. Aviation Maintenance Technician Handbook.
Volume I, the United States Department of Transportation,
Federal Aviation Administration, Oklahoma City.
Universitas Sumatera Utara