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<title><![CDATA[PEMODELAN 3D PADA STABILITAS LERENG DENGAN PERKUATAN SOIL NAILING MENGGUNAKAN FINITE ELEMENT METHOD]]></title>
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<namePart>Rico Akbar Juliansyah / 222010072</namePart>
<role><roleTerm type="text">Dosen Pembimbing 1</roleTerm></role>
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<namePart>Dr. Techn Indra Noer Hamdhan, S.T.</namePart>
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<dateIssued><![CDATA[2014]]></dateIssued>
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<languageTerm type="text"><![CDATA[Indonesia]]></languageTerm>
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<note>Lereng di Indonesia berjumlah sangat banyak termasuk tebing dimana lereng tersebut sering
mengalami keruntuhan. Analisis stabilitas terhadap lereng perlu dilakukan dengan metode
penanganan kelongsoran program Plaxis 3D versi 2013, pemodelan perkuatan soil nailing
menggunakan pemodelan node-to-node anchor dengan metode elemen hingga. Lereng yang
dimodelkan dengan dua kondisi muka air tanah yaitu untuk kondisi I berada pada dasar lereng dan
kondisi II berada 10 meter dibawah puncak lereng. Analisis ini di lakukan untuk menentukan lokasi
soil nailing yang optimal, jarak dan panjang soil nailing yang ekonomis. Dari hasil analisis stabilisas
lereng menggunakan program Plaxis 3D versi 2013 dengan perkuatan soil nailing, kondisi perkuatan
soil nailing yang aman dan ekonomis berada dekat dengan kaki lereng yaitu dengan menggunakan
satu baris perkuatan soil nailing, jarak horisont alantar soil nailing 1,5 meter, dan panjang perkuatan
soil nailing sebesar 6 meter dengan menghasilkan factor keamanan sebesar 1,254</note>
<subject authority=""><topic><![CDATA[plaxis, factor keamanan]]></topic></subject>
<subject authority=""><topic><![CDATA[nailing, metode elemen hingga, stabilitas lereng]]></topic></subject>
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