当地材料对街道结构多层二元性的影响

Achmad Khabib Kurnia, Andri Dwi Cahyono, Imam Mustofa, Evita Fitrianis Hidiyati, Ricco Dwi Yuliawan, Tantra Tegar Permady, Achmad Fikri Haikal, Dwi Nur Khayatin, Audy Yoga Pratama
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引用次数: 0

摘要

< <em>空调或沥青混凝土由粗骨料、细骨料和沥青组成。骨料是由碎石、砾石、沙子和其他矿物组成的天然和人工产品。粗骨料为8号筛筒(2.36 mm)留骨料,细骨料为8号筛筒(2.36 mm)传骨料。道路铺装层经常出现的问题是耐久性差,表面容易磨损。本研究旨在寻找60/70渗透沥青混合料稳定性形式的最大马歇尔值。本研究采用最后一次交流- bc测试的实验方法,使用Marshal测试设备进行磨损、分级、比重和Marshal测试,遵循SNI 06-2489-1991或AASHTO T245-90或ASTM D1559-76。利用吉达克地区的骨料,得到的稳定性结果分别为3046、4896、3754,均符合比那玛嘎规范标准。因此,来自吉打地区的骨料可以作为凯打地区道路规划的替代组成材料,因为它效率更高,耐久性好。</ <
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PENGARUH MATERIAL LOKAL KEDIRI TERHADAP TINGKAT DURABILITAS LAPIS STRUKTUR JALAN

Air conditioning or asphalt concrete is formed from coarse aggregate, fine aggregate, and asphalt. An aggregate is a collection of grains of crushed stone, gravel, sand, and other minerals in the form of both natural and artificial products. Coarse aggregate is sieve holder No. 8 (2.36 mm) retained aggregate while fine aggregate is sieve No. 8 (2.36 mm) passed aggregate. The problems that often occur in road pavement layers are poor durability and surfaces that are easy to wear out. This study aimed to find the maximum marshall value in the form of 60/70 penetration asphalt mixture stability. This study used an experimental method with a laston AC-BC test, the test was carried out with abrasion, gradation, specific gravity, and Marshal testing tests using marshal test equipment, following SNI 06-2489-1991, or AASHTO T245-90, or ASTM D1559-76. Using aggregates from the Kedak area, stability results of 3046, 4896, 3754 were obtained, which met the standards of the Bina Marga specifications standards. So that the aggregate from the Kedak area can be used as an alternative constituent material in road planning in the Kediri area because it is more efficient and has good durability.

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