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Kuliah FTSL » SI3121 Mekanika Tanah II

SI3121 Mekanika Tanah II

Kode Kuliah : SI3121
Nama Kuliah (IND) : Mekanika Tanah II
Nama Kuliah (ENG) : Soil Mechanics II
SKS : 3
Silabus (IND) : Pada kuliah ini akan dibahas mengenai kompresibilitas tanah, tekanan tanah lateral, stabilitas lereng, teori kompaksi, tes-tes insitu.
Silabus (ENG) : This course will comprise of: soil compressibility, lateral earth pressure, slope stability, soil compaction, insitu testing.
Silabus Lengkap (IND) : Kompresibilitas tanah, penurunan konsolidasi, tes laboratorium konsolidasi 1-D, plot angka pori-tekanan, tanah normally consolidated and overly consolidated, over consolidation rario, perhitungan konsolidasi primer 1-D, penurunan konsolidasi sekunder, kecepatan penurunan konsolidasi, teori konsolidasi 1-D Terzaghi. Tekanan lateral tanah Rankine, tekanan kondisi tanah diam, aktif dan pasif. Stabilitas lereng, angka keamanan lereng, lereng menerus, metoda irisan, analisis stabilitas lereng dengan adanya aliran air. Teori kompaksi, sifat-sifat dan struktur tanah terkompaksi, tes standar dan modified proctor, CBR, spesifikasi kompaksi, teknik-teknik kompaksi. Eksplorasi tanah, pengeboran, metoda pengambilan sampel tanah, tes-tes insitu: SPT, CPT, pressuremeter.
Silabus Lengkap (ENG) : This course will comprise of: soil compressibility i.e. consolidation settlement, 1-D consolidation test in laboratory, normally-consolidated and over consolidated soil, over consolidation ratio, 1-D primary consolidation settlement calculation, secondary consolidation settlement, time consolidation, 1-D Terzaghi consolidation theory; lateral earth pressure i.e. lateral earth pressure at rest, active and passive earth pressure; slope stability i.e. slope safety factor, continuous slope, slice method, slope stability analysis with flow of water; soil compaction i.e. behavior and structure of compacted soil, CBR test, specification of soil compaction, compaction methods; subsurface exploration i.e. soil boring, soil sampling, SPT, CPT, pressuremeter test.
TIU (IND) : Mahasiswa harus dibawa untuk mengerti mengenai berbagai perilaku tanah akibat beban, diantaranya konsolidasi. Juga mengenai gaya yang ditimbulkan oleh tanah, selain tekanan vertikal juga tekanan lateral, yang akan membebani struktur/tembok penahan tanah, dinding basement, dsb. Level tanah yang berbeda dapat menjadi tidak stabil dan dapat didisain menjadi stabil. Mengapa tanah dipadatkan, harus bagaimana memadatkan tanah yang baik. Data-data tanah bawah permukaan harus diperoleh dengan berbagai cara explorasi tanah.
TIU (ENG) :  
Luaran (Outcome) : Mahasiswa akan memiliki wawasan dan kemampuan untuk melengkapi, memperkuat, dan memperkaya kompetensi dasar bidang teknik sipil (konstruksi) yang telah dimiliki sehingga dapat bekerja secara efektif dalam suatu tim yang multi disiplin, terutama dalam hal yang terkait dengan kakas teknologi informasi, khususnya teknologi komputer.
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