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DAFTAR PUSTAKA
1 . ASCE, 1 989, Civil Engineering Guidelines for Planning and Designing Hydroelectric Developments-Vol. 2 Waterways, American Society of Civil Engineer, New York.
2. Barry N. Whittaker & Russel C. Frith, 1 990, Tunnelling-Design, Stability and Construction, The Institution of Mining and Metallurgy, England.
3. E. Hoek & E.T. Brown, 1 980, Underground Excavation in Rock, Institution of Mining and Metallurgy, England.
4. Geoguide 4, 1 992, Guide to Cavern Engineering, Geotechnical Engineering Office
Civil Engineering Dept., Hongkong.
5. lrwandy Arif & Made Astawa Rai, 1 992, Orientasi Sistem Penyanggaan dengan Baut Batuan (Rock bolting) dan Permasalahannya, LPPM ITB.
6. John 0. Bickell, 1 996, Tunnel Engineering Hand Book.
7. Nippon Koei Co., LTD., 1 988, Detailed Design Report Vol. 2 -Civil Works, Perum Listrik Negara, Jakarta.
8. Nippon Koei Co., LTD., 1 999, Engineering Report on Engineer's Justification for VIO : Full Column Grouted Rock Bolts.
9. P.N.W. Verhoef, 1 994, Geologi Untuk Teknik Sipil, Penerbit Erlangga.
1 0. Report no. 47, 1 983, DYWIDAG Rock Anchors. , \
1 1 . R. Schach et. al, Rock Bolting A Practical Handbook, Pergamon Press.
1 2. Z. T. Bieniawski, 1 984, Rock Mechanics Design in Mining and Tunnelling, A.A Balkema.
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UNIVERSITAS MEDAN AREA
DAFTAR BIBLIOGRAFI
1. Alfred R. Jumikis, 1 983, Rock Mechanics, second edition, Trans Tech Publications
Federal Republic of Germany.
2. Carbotech, Product Information Injection Drill Anchor: /BO, Germany.
3. Charles Gerrard, 1 983, Rock Bolting in Theory A J<eynote Lecture, International Symposium on Rock Bolting, Abisko.
4. John A. Franklin & Maurice B. Dusseault, Rock Reinforcement, McGraw-Hill Publishing Company.
5. Leonard Obert & Wilbur I. Duvall, Rock Mechanics and The Design of Structures in Rock, John Wiley & Sons, New York.
6. Richard E. Goodman, 1993, Engineering Geology-Rock in Engineering Construction, John Wiley & Sons, New York.
7. SCT, What Is Roof Bolting ?
8. Renun HEPP, 1 994, Contract Document for Civil Works LOTs I & II - Vol. I - VI, PT. PLN (Persero).
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