Kode Mata KuliahTA2001 / 3 SKS
Penyelenggara121 - Teknik Pertambangan / FTTM
KategoriKuliah
Bahasa IndonesiaEnglish
Nama Mata KuliahMekanika BatuanRock Mechanics
Bahan Kajian
  1. Konsep dasar mekanika batuan, meliputi definisi batuan dan massa batuan serta ruang lingkup mekanika batuan
  2. Konsep tegangan-regangan pada batuan, analisis tegangan/regangan pada bidang dengan lingkaran Mohr, hubungan tegangan–regangan melalui kurva tegangan–regangan, serta perilaku elastik dan plastik batuan
  3. Penentuan sifat fisik dan mekanik batuan melalui pengujian laboratorium serta pengujian in-situ
  4. Kriteria keruntuhan batuan secara teoritis dan empiris, mencakup kriteria tegangan tarik maksimum, Tresca, Mohr-Coulomb, Griffith, Bieniawski, dan Hoek–Brown
  5. Kondisi tegangan in-situ dan distribusi tegangan akibat pembuatan bukaan bawah tanah, termasuk solusi Kirsch untuk terowongan berbentuk lingkaran, kondisi tegangan awal non-hidrostatik (uniaxial dan biaxial), batuan anisotrop, perilaku plastik sempurna di sekitar bukaan, serta pengaruh bentuk bukaan non-bulat dengan pendekatan Kastner
  6. Prinsip dan aplikasi metode pengukuran tegangan in-situ dalam massa batuan, termasuk plate loading/plate stress, rosette deformation, flat jack, overcoring, dan hydraulic fracturing
  1. Fundamental concepts of rock mechanics, including the definitions of rock and rock mass and the scope of rock mechanics
  2. Stress–strain concepts in rock, plane stress/strain analysis using Mohr’s circle, stress–strain relationships through stress–strain curves, and the elastic and plastic behavior of rocks
  3. Determination of rock physical and mechanical properties through laboratory testing and in-situ testing
  4. Theoretical and empirical rock failure criteria, including the maximum tensile stress criterion, Tresca, Mohr–Coulomb, Griffith, Bieniawski, and Hoek–Brown
  5. In-situ stress conditions and stress distribution around underground openings, including the Kirsch solution for circular tunnels, non-hydrostatic initial stress states (uniaxial and biaxial), anisotropic rock behavior, perfectly plastic behavior around openings, and the influence of non-circular opening shapes using the Kastner approach
  6. Principles and applications of in-situ stress measurement methods in rock masses, including plate loading/plate stress, rosette deformation, flat jack, overcoring, and hydraulic fracturing
Capaian Pembelajaran Mata Kuliah (CPMK)
  1. Mahasiswa mampu menjelaskan dan merepresentasikan perilaku serta sifat mekanik batuan utuh dan massa batuan pada kondisi pembebanan statis dan dinamis
  2. Mahasiswa mampu menerapkan konsep dasar mekanika batuan kontinum, termasuk analisis tegangan–regangan, perilaku elastik–plastik, dan kriteria keruntuhan batuan
  3. Mahasiswa mampu menentukan dan mengevaluasi parameter mekanika batuan dari data laboratorium maupun in-situ, serta menggunakannya untuk menganalisis masalah stabilitas pada penambangan permukaan dan penambangan bawah tanah
  1. Students will be able to explain and represent the behavior and mechanical properties of intact rock and rock masses under static and dynamic loading conditions
  2. Students will be able to apply fundamental continuum rock mechanics concepts, including stress–strain analysis, elastic–plastic behavior, and rock failure criteria
  3. Students will be able to determine and evaluate rock mechanics parameters from laboratory and in-situ data and use them to analyze stability problems in surface and underground mining
Metode PembelajaranKuliah, praktikum, tutorialCourses, laboratory work, tutorial
Modalitas PembelajaranLuring SinkronSynchronous offline
Jenis NilaiABCDE
Metode PenilaianUTS, UAS, kuis, tugasMid-term, final term, quiz, assignment
Catatan Tambahan