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<title><![CDATA[PEMODELAN STABILITAS SECANT PILE SEBAGAI DINDING PENAHAN TANAH DENGAN PERKUATANGROUND ANCHOR PADA PROYEK PEMBANGUNANBASEMENT FASILITAS PENGEMBANGAN SKALA PILOT PT. BIO FARMA (PERSERO)]]></title>
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<namePart>0422087303 - Dr. techn Indra Noer Hamdhan, S.T., M.T.</namePart>
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<note>Proyek Pembangunan basement Fasilitas Pengembangan Skala Pilot PT.Bio Farma (Persero) dengan letak kedalaman muka air yang tinggi. Salah satu solusi untuk menahan rembesan dari air tersebut maka digunakankombinasi secant pile. Penelitian ini menitikberatkan evaluasi terhadap deformasi lateral dan stabilitas secant pile dengan simulasi model menggunakan Plaxis 3D berbasis metode elemen hingga. Hasil penelitian dalam tugas akhir ini menunjukkan bahwa faktor keamanan (FK) dan stabilitas yang paling optimum berada pada variasi secant pile kedalaman 18 meter dengan variasi diameter 600 milimeter dengan nilai faktor keamanan sebesar 1.629 dengan deformasi sebesar 0.0025 meter. Pada variasi secant pile kedalaman15 meter dengan diameter 600 mm menunjukkan bahwa nilai faktor keamanan tidak memenuhi persyaratan SNI 8460:2017. Yang kemudian divariasikan dengan perkuatan ground anchor. Nilai faktor keamanan sebelum menggunakan perkuatan yaitu sebesar 1,491 dan setelah dipasang perkuatan menjadi 1.591.</note>
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<subject authority=""><topic><![CDATA[Deformasi Lateral]]></topic></subject>
<subject authority=""><topic><![CDATA[plaxis 3D]]></topic></subject>
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