Aplikasi Program Plaxis 2D untuk Menghitung Safety Factor Perkuatan Tebing Sungai Sekanak Sepanjang 240m dengan Menggunakan Sheet Pile

Jurnal Deformasi Pub Date : 2022-06-30 DOI:10.31851/deformasi.v7i1.7941

Delli Noviarti Rachman, R. S. Riwayati, A. Hidayat

{"title":"Aplikasi Program Plaxis 2D untuk Menghitung Safety Factor Perkuatan Tebing Sungai Sekanak Sepanjang 240m dengan Menggunakan Sheet Pile","authors":"Delli Noviarti Rachman, R. S. Riwayati, A. Hidayat","doi":"10.31851/deformasi.v7i1.7941","DOIUrl":null,"url":null,"abstract":"Sheet pile is a part of the construction that serves to hold the soil from collapse. As a result of lateral soil pressure that occurs when there is a change in soil elevation and exceeds the soil shear angle. Slope reinforcement analysis is needed in designing a soil reinforcement. To analyze the strength of the soil, of course, primary data taken in the field is needed, one of which is a soil sample. This research was conducted on the banks of the Sekanak river. Sekanak River passes through several villages including Bukit Lama, Bukit Baru Lorok Pakjo, Talang Semut, and several other villages in the Ilir area. The purpose of this study was to calculate the value of the Safety Factor (SF) from the plan for the construction of sheet piles using sheet pile material. This research uses modeling with Plaxis 2D program. Modeling is carried out to obtain the value of the safety factor on natural slopes. Sheet pile modeling has the greatest safety factor value for each slope of 1.831 for alternatives 1 and 1.934. for alternative 2. The values obtained in alternatives 1 and 2 meet the requirements for cliff reinforcement..","PeriodicalId":403329,"journal":{"name":"Jurnal Deformasi","volume":"15 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Deformasi","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31851/deformasi.v7i1.7941","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}

引用次数: 0

Abstract

Sheet pile is a part of the construction that serves to hold the soil from collapse. As a result of lateral soil pressure that occurs when there is a change in soil elevation and exceeds the soil shear angle. Slope reinforcement analysis is needed in designing a soil reinforcement. To analyze the strength of the soil, of course, primary data taken in the field is needed, one of which is a soil sample. This research was conducted on the banks of the Sekanak river. Sekanak River passes through several villages including Bukit Lama, Bukit Baru Lorok Pakjo, Talang Semut, and several other villages in the Ilir area. The purpose of this study was to calculate the value of the Safety Factor (SF) from the plan for the construction of sheet piles using sheet pile material. This research uses modeling with Plaxis 2D program. Modeling is carried out to obtain the value of the safety factor on natural slopes. Sheet pile modeling has the greatest safety factor value for each slope of 1.831 for alternatives 1 and 1.934. for alternative 2. The values obtained in alternatives 1 and 2 meet the requirements for cliff reinforcement..

查看原文本刊更多论文

板桩是建筑的一部分，用来防止土壤坍塌。由于土侧压力的发生，当有一个变化的土壤高程和超过土壤的剪切角。边坡加固分析是土体加固设计的重要内容。当然，要分析土壤的强度，需要实地采集的原始数据，其中之一就是土壤样本。这项研究是在塞卡纳克河岸边进行的。Sekanak河流经几个村庄，包括Bukit Lama, Bukit Baru Lorok Pakjo, Talang Semut和Ilir地区的其他几个村庄。本研究的目的是计算利用板桩材料进行板桩施工的方案的安全系数(SF)值。本研究使用Plaxis 2D程序进行建模。通过建模得到天然边坡上的安全系数。在方案1和方案1.934下，板桩模型各边坡的安全系数值最大，为1.831。选项2。方案1和方案2的取值满足悬崖加固要求。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

求助全文

约1分钟内获得全文求助全文

来源期刊

Jurnal Deformasi

自引率

0.00%

发文量