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<title><![CDATA[ANALISIS DAYA DUKUNG LATERAL PONDASI TIANG TUNGGAL MENGGUNAKAN METODE ELEMEN HINGGA]]></title>
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<namePart>Dr. techn. Indra Noer Hamdhan, S.T., M.T.</namePart>
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<namePart>Fadjar Mohamad Elfaaz/ 22 2012 131</namePart>
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<dateIssued><![CDATA[2016]]></dateIssued>
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<note>Pondasi merupakan bagian dari suatu sistem rekayasa yang memikul dan menyalurkan
beban dari struktur atas ke tanah pendukung yang berada dibawahnya. Pondasi tiang sering
digunakan pada konstruksi yang memikul beban berat. Pada beberapa kasus tertentu, tiang
memiliki kapasitas aksial yang baik namun gagal terhadap beban lateral. Analisis daya
dukung lateral pondasi tiang tunggal dilakukan dengan cara melakukan pemodelan
menggunakan metode elemen hingga pada jenis tanah lempung lunak dan pasir lepas,
kepala tiang bebas dan kepala tiang terjepit, serta variasi ukuran penampang tiang.
Kapasitas lateral akan meningkat sebesar 33% - 40% dengan memperbesar penampang
tiang, dan meningkat sebesar 22% - 37% dengan menerapkan sistem jepit pada kepala
tiang. Pondasi yang memikul beban lateral akan mengalami defleksi maksimum arah lateral
di daerah permukaan. Pada kondisi tanah buruk seperti lempung lunak, perbaikan tanah
permukaan dengan pasir padat setebal 1,5 m – 3 m dapat dilakukan.</note>
<subject authority=""><topic><![CDATA[beban lateral, defleksi lateral, daya dukung later]]></topic></subject>
<subject authority=""><topic><![CDATA[friksi, metode Reese Matlock, metode elemen hingga]]></topic></subject>
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