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<title><![CDATA[PERBANDINGAN ANALISIS KAPASITAS DAYA DUKUNG PONDASI TIANG PADA TANAH LEMPUNG]]></title>
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<namePart>Hendy Pradana / 222009014</namePart>
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<namePart>Dr. Techn Indra Noer Hamdhan, S.T.</namePart>
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<dateIssued><![CDATA[2013]]></dateIssued>
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<note>Prediksi dalam menentukan kapasitas daya dukung ultimate pada pondasi tiang merupakan masalah yang kompleks, terutama pada tanah lempung. Penting untuk menentukan metode yang cocok digunakan dalam mengestimasi nilai kapasitas daya dukung ultimate pondasi tiang, dan juga mencari besarnya nilai undrained shear strength yang merupakan parameter paling sensitive pada tanah lempung. Hal tersebut dapat dilakukan dengan cara membandingkan metode statik (alfa, lambda, beta), metode load transfer, dan metode finite element dengan hasil uji pembebanan di lapangan, sedangkan untuk mengestimasi besarnya nilai undrained shear strength (cu) dapat dilakuan dengan cara back analysis, kemudian membuat suatu korelasi antara undrained shear strength (cu) dan N-SPT. Hasil yang didapatkan dari Tugas Akhir ini yaitu metode alpha (α) mempunyai prediksi yang cukup akurat dalam penentuan kapasitas daya dukung ultimate pondasi tiang. Hasil dari back analysis didapat korelasi antara undrained shear strength (cu) dan N-SPT, untuk metode alpha (α) cu = 4,770 N, metode lambda (λ) cu = 5,884 N, metode load transfer cu = 4,458 N, dan metode finite element cu = 4,387 N.</note>
<subject authority=""><topic><![CDATA[Undrained shear strength, Plaxis, Load transfer]]></topic></subject>
<subject authority=""><topic><![CDATA[Loading test, Metode statik, N-SPT]]></topic></subject>
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