PENINGKATAN JALAN LINGKUNGAN MENGGUNAKAN PERKERASAN KAKU PADA PROYEK PEMBANGUNAN RUMAH DINAS DENKAV 3/SC MILE 32 DI TIMIKA
DOI:
https://doi.org/10.55334/Keywords:
Perkerasan kaku, beban ekivalen, ASSHTO, betonAbstract
Perkerasan kaku adalah suatu susunan konstruksi perkerasan dimana sebagai lapisan atas dipergunakan pelat beton, yang terletak di atas pondasi atau langsung diatas tanah dasar (AASHTO). Konsep dari perencanaan perkerasan kaku (beton semen) cara Bina Marga direncanakan terhadap konfigurasi beban sumbu yang mengakibatkan tegangan terbesar pada pelat. Konsep Perencanaan perkerasan Metode AASHTO yaitu tebal pelat rencana akan bertambah sesuai pertambahan lalu lintas ekivalen selama umur rencana dan sebaliknya tebal pelat akan berkurang dengan pengurangan volume lalu lintas ekivalen. Perencanaan Tebal Pelat beton perkerasan jalan dengan menggunakan metode didapat masing-masing sebesar 30 cm, 32 cm, dan 29 cm terdapat perbedaan sebesar 1-2 cm, Hal ini akibat perbedaan konsep dasar dari masing-masing metode.
Downloads
References
AASHTO (1993) Guide for Design of Pavement Structures. AASHTO, Washington DC, USA.
Afrijal (2010) Kajian Metoda Perencanaan Pelapisan Ulang Campuran Beraspal (AC) Di Atas Perkerasan Beton. Tugas Akhir, Universitas Sumatera Utara.
Basuki, H. (1986) Perkerasan Beton, Yogyakarta: Penerbit UGM.
Croney, D. (1977) The Design and Performance of Road Pavements. Transport and Road Research Laboratory, London.
Direktorat Jenderal Bina Marga (2003) Perencanaan Perkerasan Jalan Beton Semen (Pd T-14-2003). BSN.
Huang, Y. H. (2004) Pavement Analysis and Design. Second Edition, New Jersey: Pearson Education.
Kementerian Pekerjaan Umum Direktorat Jenderal Bina Marga (2013) Manual Desain Perkerasan Jalan.
PCA, Thickness Design for Concrete Highway and Street Pavements. Canadian Edition/ Metric.
Sulaksono, S. W. (2000) Rekayasa Jalan, Bandung: Penerbit ITB.
Yoder dan Witczak (1975) Principles of Pavement Design. Jhon Wiley & Sons, Inc. Toronto.
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Jitro Yowei (Author)
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Copyright and Licensing
Authors who publish their work in the Jurnal Sosial dan Teknologi Terapan AMATA agree to the following terms:
The Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) license permits anyone to copy, distribute, display, and create derivative works from the original work, including for commercial purposes, provided that the following requirements of the Creative Commons Attribution-ShareAlike 4.0 license are observed:
Key License Terms
- Attribution (BY):
- Users must give appropriate credit to the original copyright holder/author.
- Users must provide a link to the license.
- Users must indicate whether any changes or modifications have been made to the original work.
- ShareAlike (SA):
- If users remix, transform, modify, or create derivative works from the original material, the resulting work must be licensed under the same or a compatible license (CC BY-SA 4.0).
- No Additional Restrictions:
- Users may not impose additional legal or technological restrictions that prevent others from exercising the rights permitted by this license.
What the Public May Do
- Share: Copy and redistribute the material in any format or medium.
- Adapt: Remix, transform, adapt, and create derivative works for any purpose, including commercial purposes.
Note: The copyright holder retains ownership of the original work. This license only grants the public permission to use the work subject to the terms and conditions specified above.
