路与路索引(RCI)对土壤状况的影响,使用代词“junrejo - stone street”

M. Sadillah, Andy Kristafi Arifianto, Deojinda A. M. Amaral
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引用次数: 0

摘要

强度和稳定性较差的路基容易造成路面变形和开裂。不同位置的路基条件不同。不同地点的土壤特性不同,需要采取不同的处理或稳定措施。巴图市Junrejo街道Pronoyudo街道路基强度较差。这可以从开裂和碎裂的沥青表面得到证明。研究中确定道路损伤类型和程度的方法是路况指数(road Condition Index, RCI),而确定路基强度或CBR (California Bearing Ratio,加州承载比)的方法是DCP。此外,还对地基材料进行了筛分分析,测试了含水率和路基塑性。沿1000 m (1 km)进行了观测,该区域划分为200平方米。分析结果显示,平均路况指数(RCI)为6.96%,使用DCP工具的平均CBR值为2.48% (< 5%),DDT值为3.39。对于巴图市Junrejo街道的Pronoyudo街来说,定期或定期的维护计划被认为是正确的管理方法。因此,总体而言,实施的道路养护方案符合研究分析结果和第13/PRT/M/2011号公共工程部令。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengaruh Kondisi Tanah Terhadap Kerusakan Dengan Menggunakan Metode Road Condition Index (RCI) Pada Ruas Jalan Pronoyudo Kecamatan Junrejo-Kota Batu
Subgrade with poor strength and stability would cause the pavement to deform and crack easily. Different locations have different subgrade conditions. Different soil characteristics in different locations call for different treatment or stabilization measures. Poor subgrade strength is observed in Pronoyudo Street in Junrejo Sub-District, Batu City. This is evidenced by the cracked and chipped asphalt surface. The method used to determine the type and level of road damage in the study was Road Condition Index (RCI), while subgrade strength or CBR (California Bearing Ratio) was determined using DCP. In addition, sieve analysis was also performed for foundation material as well as testing water content and subgrade plasticity. Observations were made along 1,000 m (1 km) which was divided into 200 sq m. The analysis results showed a mean Road Condition Index (RCI) of 6.96% and the mean CBR value using the DCP tool was 2.48% (< 5%) with a DDT value of 3.39. A routine or periodic maintenance program is deemed to be the right management method for Pronoyudo Street in Junrejo Sub-District in Batu City. Therefore, overall, the program that has been carried out for road maintenance is in accordance with the results of research analysis and Public Works Ministerial Decree No. 13/PRT/M/2011.
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