Analisis Stabilitas Lereng dengan Alternatif Perkuatan Menggunakan Software Plaxis 2D dan Slope/w (Studi Kasus : Proyek Pembangunan Kampus Baru UNTIRTA Sindangsari)

Fondasi : Jurnal Teknik Sipil Pub Date : 2022-11-02 DOI:10.36055/fondasi.v11i2.17101

Enden Mina, Woelandari Fathonah, Rama Indera Kusuma, Anisa Fitri Ramadhani

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引用次数: 1

Abstract

A slo . pe is a field th . at has a certain slo . pe and has the pote . ntial for land . slides to occur i . f it is in an unstabl . e condition. This . condition mu . st be consid . ered becaus . e it can cause . losses such . as dam . age to infras . tructure. F . or this reason . , the stabi . lity of a sl . ope needs . to be analyz . ed so that t . he shear st . rength of th . e slope and . its saf . ety factor are . known. Based . on what has bee . n stated p . reviously, t . he resea . rcher . s condu . cted an anal . ysis of the . stabilit . y of the ped . estrian sl . opes in the . New Campu . s Construct . ion Project of the Sultan Ageng Tirtayasa University located in Sindangsari Village, Serang Regency, Ba . nten. The . purpose of this s . tudy was to det . ermine the value . of the safe . ty factor f . or the origi . nal slope and . the slop . e with alter . native reinfo . rcement. In this s . tudy, analysi . s will be carried . out using the Bisho . p method and soft . ware Plaxis 2D and Slo . pe/w. The re . sults of the analysis ca . lculation on the orig . inal slope con . ditions using Slo . pe/w obta . ined SF = 1,117, using Plaxis 2D short term obtained SF = 1,111 while the long term obtained SF = ,101 and using manual calculations the Bishop method obtained SF = 1,107. The results of the analysis on the slope conditions of bored pile using Plaxis 2D with short term obtained SF = 1,310 while long term obtained SF = 1,319, and using manual calculations the Bishop method obtained SF = 1,317. Then the results of the analysis on the slope conditions of sheet pile using Plaxis 2D with short term obtained SF = 1,392 while long term obtained SF = 1,404 and using m . anual calc . ulations the Bishop method obtained SF = 1,406.

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使用平台2D和Slope/w(案例研究:新校园建设项目UNTIRTA Sindangsari)的坡上稳定性分析

慢。PE是一个领域。它有一定的速度。体育和有壶。着陆的起点。幻灯片发生1。如果它处于不稳定状态。e条件。这一点。条件mu。我要考虑一下。因为。它能引起。这样的损失。当然。年龄到基础设施。tructure。F。或者是这个原因。刺伤。l的线性度。奥普需要。待分析。艾德，所以我。他剪掉了。的强度。E斜率和。它很安全。安全因素是。已知的。的基础。关于已经发生的事。N表示p。以前，t。他说。rcher。好吧。我去了一个肛门。解。stabilit。Y (p)埃斯特里安。开在。新校园。s构建。位于巴州Serang Regency Sindangsari村的Sultan Ageng Tirtayasa大学的ion项目。nten。的。本文的目的是:学习要结束了。确定值。保险箱的。y因子f。或者原点。Nal斜率和。泔水。E与alter。本地重建。rcement。在这个s。学习，分析。S将被携带。用毕绍出去。P法和软法。软件Plaxis 2D和Slo。pe / w。他们。分析结果表明:原点上的计算。最后一个斜率。条件使用慢。Pe /w obta。假设SF = 1117，使用Plaxis 2D短期得到SF = 1111，长期得到SF =，101，使用手动计算Bishop法得到SF = 1107。采用Plaxis 2D对钻孔灌注桩的边坡条件进行分析，短期得到的SF = 1310，长期得到的SF = 1319，采用手工计算的Bishop方法得到的SF = 1317。然后利用Plaxis 2D对板桩的边坡条件进行分析，短期得到的SF = 1392，长期得到的SF = 1404，采用m。年度计算。Bishop方法得到SF = 1,406。

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