分析将贝壳作为填料加入 AC-WC 混合物中对跑道设计的影响

Kokoh Pub Date : 2024-01-01 DOI:10.17509/k.v22i1.65916
Deni Ahmad Sadikin, Juang Akbardin, Yudi Sekaryadi
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摘要

在 AC-WC 混合物中,填料是对沥青混凝土混合物的特性和质量有重大影响的材料。填料可以来自环保材料。贝壳废料就是一种常见的材料。本研究采用的方法是定量描述法。根据研究结果,符合要求的贝壳作为填料,通过 200 号筛的百分比为 75.12%,AC-WC 混合料的级配组成为:贝壳填料 2%,石灰 50%,筛分 33%,劈裂 15%。同时,AC-WC 混合料中使用的沥青是 PG 76 沥青。测试结果表明,PG 76 沥青具有柔韧性好、硬度高、耐高温、性能均匀等特点。在测试 AC-WC 混合料时,马歇尔的结果得出最佳沥青含量为 6.3%,稳定值为 2877 千克,流动值为 2716 毫米。这表明,使用贝壳填料可以提高混合料的稳定值,但稳定值高而流动性低表明混合料路面较硬,会出现脆性。同时,在使用 FAA 方法和 FAARFIELD 软件对 Nusawiru 机场跑道路面厚度进行设计时,得到的总厚度为 14 英寸,其中面层厚度为 4 英寸,基层厚度为 6 英寸,底层厚度为 4 英寸。
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ANALISIS PENGARUH PENGGUNAAN KULIT KERANG SEBAGAI FILLER PADA CAMPURAN AC-WC UNTUK DESAIN PERANCANGAN RUNWAY
In the AC-WC mixture, the filler is the material that significantly influences the characteristics and quality of the asphalt concrete mixture. Fillers can come from environmentally friendly materials. One material that is often found is shell waste. The method used in this research is quantitative descriptive. Based on research conducted, the shells used to meet the requirements as filler with a percentage of passing sieve no. 200 was 75.12% and the gradation composition of the mixture for AC-WC was 2% for shell filler, 50% for stone ash, 33% for screening, and 15% for the split. Meanwhile, the asphalt used in the AC-WC mixture is PG 76 Asphalt. Based on the test results, it was found that the characteristics of PG 76 asphalt were not too flexible and tended to be stiff, resistant to hot temperatures, and had homogeneous properties. In testing the AC-WC mixture, Marshall’s results obtained an optimum asphalt content of 6.3% with a stability value of 2877 kg and a flow value of 2,716 mm. This shows that the use of shell filler can increase the stability value of the mixture, however, a high stability value accompanied by low flow indicates that the mixture has a stiff pavement and will be brittle. Meanwhile, for the runway pavement thickness design at Nusawiru Airport using the FAA method and FAARFIELD software, a total thickness of 14 inches was obtained with details of a Surface Course thickness of 4 inches, a Base Course thickness of 6 inches, and a Subbase Course thickness of 4 inches.
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STUDI SISTEM JARINGAN DRAINASE DI RUAS JALAN CIHANJUANG KOTA CIMAHI ANALISIS RISIKO PADA PROYEK PEMBANGUNAN DIKAWASAN INDUSTRI ANALISIS PENGARUH PENGGUNAAN KULIT KERANG SEBAGAI FILLER PADA CAMPURAN AC-WC UNTUK DESAIN PERANCANGAN RUNWAY
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