DAFTAR PUSTAKA. 2. Aksamulian, G., Uji Rayapan Geser Langsung Pit Ata, Tugas Akhir, ITB, 2008.

Μέγεθος: px

Εμφάνιση ξεκινά από τη σελίδα:

Download "DAFTAR PUSTAKA. 2. Aksamulian, G., Uji Rayapan Geser Langsung Pit Ata, Tugas Akhir, ITB, 2008."

Πρόκρις Κοντόσταυλος
6 χρόνια πριν
Προβολές:

1 DAFTAR PUSTAKA 1. Afrouz dan Harvey, Rheology Of Rock Within the Soft to Medium Strength Range, Int. Journal of Rock Mechanics Mineral, vol. 11, July Aksamulian, G., Uji Rayapan Geser Langsung Pit Ata, Tugas Akhir, ITB, Barton, N.R. dan Choubey, V, The Shear Strength of Rock Joints in Theory and Practice, Rock Mechanics, vol. 10, Bieniawski, ZT., Engineering Classification of Jointed Rock Mass, Transaction of the South African Institution of Civel Engineering, Bieniawski, ZT., The Geomechanics Classification in Rock Engineering Application, Proceeding 4 th International Congress of Rock Mechanics, ISRM, Momtreux, 2, 41-48, Bieniawski, ZT., Engineering Rock Mass Classification, John Willey & Sons, Bishop, AW., The Use of the SlipCircle in the Stability of Slopes, Geotechnique, 5, 7-17, Brady, BHG., Brown, ET., Rock Mechanics for Underground Mining, 2 nd Edition, Chapman & Hall, London, Cruden, D. M., The Form of the Creep Law of Rock Under Uniaxial Compression, Int. Journal of Rock Mechanics Mineral Science, vol. 8 no. 2, March, Damanik, B., Analisis Perilaku Rayapan Batulumpur Melalui Uji Rayapan Geser Langsung di Laboratorium, Tugas Akhir, ITB, Deere, DU., dan Deere, DW., The Rock Quality Index in Practice. Rock Classification System for Engineering Purposes, ASTM STP 984, L. Kirkaldie Edition, , Franklin, J. A. dan Dusseault, M. B., Rock Engineering, Mc Graw Hill Publishing Company, New York, Goodman, R. E., Introductions To Rock Mechanics, 2 nd Edition, John Willey & Sons, New York, Gunadi, Evaluasi Perilaku Rayapan Batulempung Dengan Uji Rayapan Geser Langsung Untuk Menentukan Kuat Geser Jangka Panjang, Tesis Magister, ITB, Bandung, 2001.

2 15. Hoek, E., dan Brown, ET., Practical Estimates of Rock Mass Strength, International Journal Rock Mechanics and Mining Science, 34(8), , Hoek, E., dan Brown, ET., Underground Excavation of Hard Rock, London: Institute of Mining and Metalurgy, Stephen Austin and sons, Hoek, E., dan Bray, JW., Rock Slope Engineering, 3 rd Edition, IMM, London, Hoek, E., dan Carranza-Torres, C., dan Corkum, B., Hoek-Brown Failure Criterion-2002 Edition, Hoek, E., Kaiser, PK., dan Bawden, WF., Suport of Underground Excavations in Hard Rock, AA Balkema, Rotterdam, Jaeger, JC., dan Cook, N. G. W., Fundamentals of Rock Mechanics, 2 nd Edition, Chapman & Hall, London, Jumikis, A. R., Rock Mechanics, The State University of New Jersey USA, 2 nd Edition, Klompe, Geology of Borneo, Kopa, Kajian Efek Skala Terhadap Hasil Uji Creep Tekan Uniaksial dengan Beban Bertahap di Laboratorium, Tesis Magister, ITB, Bandung, Kramadibrata, S., dan Jones, IO., Size Effect on Strength and Deformability of Brittle Intact Rock, A.A. Balkema, Kramadibrata, S., Wattimena, RK., Sulistianto, B., Simangunsong, GM., Study on Shear Strength Characteristic of Coal Bearing Strata, The 11 th Congress ISRM, Lisbon, Portugal, Lama, RD., dan Vutukury, VS., Handbook on Mechanical Properties of Rock, vol. 3, CSIRO, Division of Applied Geomechanics Australia, Laubscher, DH., A Geomechanics Classification System for the Rating of Rock Mass in Mine Design, Journal South Africa Institute of Mining and Metalurgy, Le Comte, P., Creep in Rock Salt, Journal Geology, vol. 73, Priest, SD., dan Hudson, JA., Estimation of Discontinuity Spacing and Trace Length Using Scanline Survey, International Journal of Rock Mechanics and Mineral Science and Geomechanics, vol. 18, , 1976.

3 30. Singh, DP., dan Bradford, WC., The Prediction and Measurement of the Long Term Strength of Rock, Proc 1 st Australia-New Zealand Conf. Geomechanics, Melbourne, vol. 1, Terzaghi, K., dan Peck, RB., Soil Mechanics in Engineering Practice, John Willey and Sons, Inc., New York, 729pp, Vutukury, VS. dan Katsuyama, K., Introduction to Rock Mechanics, Industrial Publishing & Consulting, Inc., Wawersik, WR, dan Brown, WS., Creep Fracture in Rock Under Uniaxial Compression, Report No. UTEC-ME , Mech. Eng. Dept. Univ. Utah, Salt Lake City, Utah, 1971.

4 LAMPIRAN 1 HASIL UJI LABORATORIUM

5 Lampiran 1: Data Uji Laboratorium

6 LAMPIRAN 2 DATA KEKAR

7 Pengukuran kekar Blok 1-5 Scanline αs 50 βs 2 Face αf 140 βf 65 No. Strike Dip Direction αd N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m j i-m d i-m No. Strike Dip Direction αd m m N o E N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m j i-m d i-m N o o o o o o o o o E m m m m spasi kekar a dxa 6.39 m RQD = 100 e λ (0.1λ + 1) spasi kekar b dxb 2.81 m 0.1 spasi kekar c dxc 2.32 m λ=1/spasi kekar sebenarnya=1/ kekar per meter spasi kekar rata-rata sebenarnya dsw 3.84 m RQD %

8 Pengukuran kekar Blok 7-9 Scanline αs 50 βs 2 Face αf 140 βf65 No. Strike Dip Direction αd N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m j i-m d i-m No. Strike Dip Direction αd m m N o E N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m ji-m d i-m N o o o o o o o o o E m m m m spasi kekar a dxa 1.68 m RQD = 100 e λ (0.1λ + 1) spasi kekar b dxb 1.62 m 0.1 spasi kekar c dxc 1.2 m λ=1/spasi kekar sebenarnya=1/ kekar per meter spasi kekar rata-rata sebenarnya dsw 1.5 m RQD %

9 Pengukuran zona patahan Scanline αs 50 βs 2 Face αf 50 βf 65 No. Strike Dip Direction αd N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m ji-m d i-m No. Strike Dip Direction αd m m N o E N o E Dip βd Jarak semu αn αd±180 βn 90-βd θ i-m ji-m d i-m N o E m m m m o o o o o o o o , ,4 0, , ,27 0, , ,58 0, , ,15 0, , ,52 4, , ,49 0, , ,13 2, , ,38 0, , ,05 0, , ,13 0, , ,2 0, , ,11 0, , ,22 0, , ,46 0, , ,04 0, , ,18 0, , ,1 0, , ,21 0, , ,02 0, , ,66 0, , ,05 0, , ,16 0, , ,54 0, , ,04 0, , ,23 0, , ,2 0, , ,54 0, , ,33 0, , ,1 0, , ,14 0, , ,15 0, , ,54 0, , ,29 0, , ,08 0, , ,24 0, , ,22 0, , ,24 0, , ,13 0, , ,33 0, , ,12 0, , ,2 0, , ,11 0, , ,13 0, , ,1 0, , ,31 0, , ,23 0, , ,08 0, , ,19 0, , ,15 0, , ,46 0, , ,19 0, , ,34 0, , ,1 2, , ,53 0, , ,12 0, , ,11 0, , ,15 0, , ,25 0, , ,2 0, , ,27 0, , ,15 0, , ,22 0, , ,41 1, , ,56 0, , ,39 0, , ,38 0, , ,77 0, , ,06 0, , ,46 0, , ,04 0, , ,4 2, , ,1 0, , ,49 0, , ,11 0, , ,81 0, , ,05 0, , ,28 0, , ,41 0, , ,13 0, , ,36 0, , ,18 0, , ,06 0, , ,39 0, , ,08 0, , ,04 0, , ,06 0, , ,44 0, , ,01 0, , ,87 2, , ,02 0, , ,86 0, , ,12 0, , ,25 0, , ,38 0, , ,09 0, , ,13 0, , ,13 0, , ,35 0, , ,05 0, , ,06 0, , ,03 0, , ,26 0, , ,5 0, , ,62 0, , ,08 0, , ,09 0, , ,23 0, , ,02 0, , ,17 0, , ,16 0, , ,33 0, , ,33 0, , ,21 1, , ,02 0, , ,23 0, , ,09 0, , ,21 0, , ,26 0, , ,37 0, , ,16 0, , ,57 0, , ,33 1, , ,77 0, , ,18 0, , ,41 0, , ,07 0, , ,18 0, , ,35 1, , ,89 0, , ,26 0, , ,03 0, , ,12 0, , ,07 0, , ,08 0, , ,09 0, , ,09 0, , ,07 0, , ,06 0, , ,59 0, , ,23 0, , ,06 0, , ,33 0, , ,04 0, , ,1 0, , ,07 0, , ,08 0, , ,01 0, , ,18 0, , ,08 0, , ,14 0, , ,09 0, , ,31 0, , ,05 0, , ,26 0, , ,08 0, , ,06 0, , ,09 0, , ,12 0, , ,05 0, , spasi kekar a dxa 0,19 m RQD = 100 e λ (0.1λ + 1) spasi kekar b dxb 0,43 m 0.1 spasi kekar c dxc 0,36 m λ=1/spasi kekar sebenarnya=1/0.33 3,3333 kekar per meter spasi kekar rata-rata sebenarnya dsw 0,33 m

10 LAMPIRAN 3 PARAMETER GEOMEKANIKA MASSA BATUAN

11 Lampiran 3: Parameter Geomekanika Massa Batuan Tipe Massa Batuan RMR GSI UCS (mpa) mi Tipe Tipe Tipe Tipe D Tinggi Lereng(m) c (mpa) φ ( ο )

12 LAMPIRAN 4 HASIL UJI RAYAPAN GESER LANGSUNG

18 LAMPIRAN 5 KURVA RAYAPAN HASIL RHEOLOGI BURGER DAN LABORATORIUM

19 3.00E-01 CR E-01 Perpindahan (mm) 2.00E E E E E ,000 10,000 15,000 20,000 25,000 30,000 Waktu (menit) Rheologi Burger Rayapan Laboratotium 5.00E-01 CR-2 Perpindahan (mm) 4.50E E E E E E E E E E ,000 10,000 15,000 20,000 25,000 Waktu (menit) Rheologi Burger Rayapan Laboratorium 4.00E-01 CR E E-01 Perpindahan (mm) 2.50E E E E E E Waktu (menit) Rheologi Burger Rayapan Laboratorium

20 LAMPIRAN 6 KESTABILAN LERENG DESAIN

21 Kestabilan Lereng Desain Blok 1 Kestabilan Lereng Desain Blok 2 Kestabilan Lereng Desain Blok 3

22 Kestabilan Lereng Desain Blok 4 Kestabilan Lereng Desain Blok 5 Kestabilan Lereng Desain Blok 6

23 Kestabilan Lereng Desain Blok 7 Kestabilan Lereng Desain Blok 8 Kestabilan Lereng Desain Blok 9

24 Kestabilan Lereng Desain Blok 10 Kestabilan Lereng Desain Blok 11 Kestabilan Lereng Desain Blok 12

25 Kestabilan Lereng Desain Blok 13 Kestabilan Lereng Desain Blok 14 Kestabilan Lereng Desain Blok 15

Σχετικά έγγραφα

Α Ρ Ι Σ Τ Ο Τ Ε Λ Ε Ι Ο Π Α Ν Ε Π Ι Σ Τ Η Μ Ι Ο Θ Ε Σ Σ Α Λ Ο Ν Ι Κ Η Σ

Α Ρ Ι Σ Τ Ο Τ Ε Λ Ε Ι Ο Π Α Ν Ε Π Ι Σ Τ Η Μ Ι Ο Θ Ε Σ Σ Α Λ Ο Ν Ι Κ Η Σ ΤΜΗΜΑ ΓΕΩΛΟΓΙΑΣ ΕΡΓΑΣΤΗΡΙΟ ΤΕΧΝΙΚΗΣ ΓΕΩΛΟΓΙΑΣ ΜΑΘΗΜΑ: ΤΕΧΝΙΚΗ ΓΕΩΛΟΓΙΑ ΕΞΑΜΗΝΟ: 7 ο ΔΙΔΑΣΚΟΝΤΕΣ: Β. ΧΡΗΣΤΑΡΑΣ, Καθηγητής Β. ΜΑΡΙΝΟΣ,