materi ke-1 rekayasa pondasi ii 2015
DESCRIPTION
civil engineeringTRANSCRIPT
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REKAYASA PONDASI IIbyRatna Dewi, ST., MT.Yulinda Sari, ST., M.Eng.
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PENDAHULUAN
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Sistem Penilaian Pertemuan kelas : 14-16 kali Kehadiran ( 85 %) (NTR) = 25 % Kuis Tugas Besar (perorang) : syarat UAS (Bukti SBT)
Nilai Tengah Semester (NTS) = 30 %
Nilai Akhir Semester (NAS) = 45 % TOTAL = 100 %
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SISTEM PENILAIAN
Nilai Akhir (%) : A = 86 100 B = 71 85C = 56 70D = 41 55E = 0 40
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DAFTAR PUSTAKABowles, J.E., Foundation Analysis and Design, Mc Graw-Hill, 1989Braja M, Principles of Foundation Engineering, Brooks/Cole Engineering Div., 1984Christady, H. H, Teknik Pondasi II, Yogyakarta,1999Tomlinson, M.J., Pile Design and Construction practices, Veiwpoint, London, 1987.Winterkorn, H.F dan HY Fang, Foundation Engineering Handbook, van Nostrand Reinhold, 1990
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MATERIPendahuluan
Perencanaan pondasi tiang akibat beban lateral - Metode Broms - Metode Brinch-Hansen
Perencanaan pondasi tiang akibat beban lateral berdasarkan aspek deformasi (Defleksi Tiang Vertikal) - Perencanaan dengan Metode Konvensional - Perencanaan dengan Metode Broms
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MATERITekanan Tanah LateralDinding Penahan TanahTurapPerencanaan Turap Kantilever Metode Broms dan Metode Brinch HansenPerencanaan Turap diangker Metode Ujung Tetap (fixed end methods) dan Metode Ujung Bebas (free end methods)
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SELESAI MATERI KE-1
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