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<title><![CDATA[PENGARUH PERKUATAN SEMENTARA STRUTTING BAJA PADA DINDING SECANT PILE TERHADAP STABILITAS GALIAN BASEMENT DENGAN PENDEKATAN MODEL 3D]]></title>
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<namePart>0422087303 - Dr. techn Indra Noer Hamdhan, S.T., M.T.</namePart>
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<namePart>BINTANG BHUANA / 222020076</namePart>
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<note>Proyek ITB Innovation Park (IIP) adalah sebuah gedung bertingkat 13 lantai dengan 2 lantai basement sebagai lahan parkir. Dibangun diatas tanah lempung lunak yang memiliki karakteristik yang berbeda dari tanah lempung biasanya. Berdasarkan kondisi eksisting pada pembangunan tersebut, maka direncanakan desain dinding penahan tanah secant pile. Penelitian ini dilakukan untuk mengetahui pengaruh perkuatan strutting baja terhadap deformasi dan faktor keamanan galian dengan menggunakan Model 3D. Hasil penelitian dalam Tugas Akhir ini menunjukkan bahwa nilai deformasi dan faktor keamanan yang paling optimum berada pada secant pile diameter 800mm dengan dua lapisan perkuatan strutting menunjukkan nilai deformasi sebesar 0.080 meter dengan faktor keamanan 9.328 yang berarti memenuhi SNI 8460 tahun 2017 tentang Persyaratan Perancangan Geoteknik</note>
<subject authority=""><topic><![CDATA[Secant Pile]]></topic></subject>
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<subject authority=""><topic><![CDATA[faktor keamanan]]></topic></subject>
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