Geological Analysis for Slope Stability Using the Rock Structure Rating (RSR) Method and Atterberg Limit at Riau - West Sumatra Cross road Km 165 Harau Subdistrict, Lima puluh Kota Regency, West Sumatra Province

Husnul Kausarian, Shaury Aldila, None Batara, Dewandra Bagus Eka Putra, Fitri Mairizki
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Abstract

Stability on the slope was considered important for the safety of people who pass through the highway. Failure of slopes on highways can cause losses especially roads had an important role in community activities. The research was located on the Riau – West Sumatra Km 165. The purpose of this research was to find out treatment or mitigation that can be given to the research slope and know the soil classification based on the analysis Atterberg Limit. The research slope was divided into 3 parts using analytical Rock Structure Rating (RSR) method based on different slope conditions. And 1 part of the slope has become soil using the analytical method Atterberg Limit. Treatment or mitigation that can be given to the research slope, namely the use of rock shopandshotcrete based on the RSR diagram and the use of rock embankments to resist landslides.
利用岩石结构等级法和Atterberg极限对西苏门答腊省利马puluh Kota县Harau街道165 Km的廖内-西苏门答腊十字公路边坡稳定性进行地质分析
斜坡的稳定性被认为对通过高速公路的人的安全很重要。公路边坡的破坏会造成损失,特别是在社区活动中起重要作用的公路。研究地点位于廖内-西苏门答腊岛165公里处。本研究的目的是在分析阿特伯格极限的基础上,找出可以对研究边坡进行的处理或缓解措施,并了解土壤分类。根据不同的边坡条件,采用岩石结构分析等级法(RSR)将研究边坡划分为3个部分。用阿特贝格极限法分析,1部分边坡已成土。可以对研究边坡进行的处理或缓解,即根据RSR图使用岩石喷混凝土和使用岩石堤防滑坡。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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