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<namePart>PRANA KURNIA/222018034</namePart>
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<note>Jembatan Cikereteg merupakan salah satu infrastruktur pada proyek pembangunan Jalan Tol Bogor-Ciawi-Sukabumi. Berdasarkan data pengeboran, diketahui lereng dibawah jembatan tersebut memiliki tanah dengan N-SPT kurang dari 10 dan memiliki muka air
tanah yang tinggi. Sehingga, menimbulkan pertanyaan mengenai kestabilan lereng tersebut. Penelitian ini bertujuan untuk menganalisis stabilitas lereng dengan mempertimbangkan beban gempa serta memberikan rekomendasi perkuatan lereng yang efektif untuk meningkatkan stabilitas lereng dibawah jembatan tersebut. Analisis stabilitas lereng dilakukan menggunakan metode elemen hingga dengan program PLAXIS 2D. Hasil pemodelan menunjukkan bahwa lereng mungkin tidak stabil, karena tidak memenuhi kriteria desain lereng, yaitu 1,8 untuk kondisi statis dan 1,5 untuk kondisi gempa dimana nilai faktor keamanan adalah 1,396 untuk pengaturan statis dan 1,068 saat diberikan beban gempa. Hasil dari pemodelan perkuatan rencana menunjukan bahwa, perkuatan subdrain yang dikombinasikan dengan bored pile maupun ground
anchor dapat memenuhi kriteria lereng rencana untuk jembatan tersebut.</note>
<subject authority=""><topic><![CDATA[Bored Pile, Gempa, Metode Elemen Hingga, PLAXIS 2D]]></topic></subject>
<subject authority=""><topic><![CDATA[Analisis Stabilitas Lereng, Subdrain, Ground Ancho]]></topic></subject>
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