ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 8 doc

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 8 doc

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 8 doc

... 446 55 8 >4 45 2. Blended sand 6. 35 mm maximum size 1 483 –1679 697 88 0 3. 10 mm aggregate – 700 8 75 4. Steel fiber 39– 157 39– 150 5. Accelerator Varies Varies 6. Water/cement (by weight) 0.40–0. 45 ... 28. 3. Wedge Sleeve Bolt Fig. 28. 7 Wedge and sleeve bolt. Integrated method of tunnelling 407 25mm 0.45mm 0 .53 mm 28mm 0 .50 mm Fig. 28. 2 Typical fibers used in shotcrete work....

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 4 doc

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 4 doc

... 0. 05 1 .5 2 m 20–30 mm 2 40–10 15 23 >10 0. 05 1 .5 2 m ≤ 2,3 b 40–10 15 23 >10 0. 05 1 .5 2 m 50 –100 mm 2,3 c 40–10 9– 15 0. 05 1 .5 2 m ≤ 2,4 b 40–10 15 40 >10 0. 05 1 .5 2 m ≤ 2,3 ,5 b 40–10 15 40 ... 0.0 25 2–3 m 100–40 23–72 >30 0.0 25 1 .5 2 m ≤ b 40–10 5 14 >10 >1 .5 0. 05 ≤ 2 40–10 5 14 >10 <1 .5 0. 05 1 .5 2 m 2 40–10 5 14 >10 >1 .5 0...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 7 doc

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 7 doc

... 75 42212 .57 .54 5 29.7 59 .4 37.0 1 08. 7 1.6 0 .55 Heavy burst Mod. slabbing with noise 14. 12273–12322 1090 50 70 43312 .57 .0 45 29.4 58 .9 36.2 107.2 1.6 0 .55 Heavy burst Mod. slabbing with noise 15. ... 36.2 107.2 1.6 0 .55 Heavy burst Mod. slabbing with noise 15. 12 359 –124 28 1060 50 75 6 1 .5 2 1 2 .5 3 .8 45 28. 6 57 .2 29.4 98 .5 1.9 0 . 58 Heavy burst Mod. slabb...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 1 potx

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 1 potx

... Rights Department in Oxford, UK: phone (+44) 18 65 84 383 0, fax (+44) 18 65 85 3 333, e-mail: permissions @elsevier. com. Requests may also be completed on-line via the Elsevier homepage (http://www .elsevier. com/locate/permissions). In ... to 15 cm 10 to 15 cm Rock bolt as required (1.2 to 1 .8 m center to center) xii Contents 5. 3 Updating the Q-system 58 5. 4 Collection of fi...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 2 pps

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 2 pps

... typical value (60%) Maximum value (30%) Weighted average RQD 25 65 85 67 J n 12 9 – 9.42 J r 1 .5 3 4 2. 05 J a 4211.9 J w 0.66 1 1 0.966 SRF 7 .5 5 2 .5 4 .5 observed parameter, i.e., 10% poorest, 60% most typical, ... undulating 1 .5 63 ◦ 56 ◦ 37 ◦ 27 ◦ 21 ◦ E. Rough, planar 1 .5 63 ◦ 56 ◦ 37 ◦ 27 ◦ 21 ◦ F. Smooth, planar 1.0 53 ◦ 45 ◦ 27 ◦ 18 ◦ 14 ◦ G. Slickensided, pla...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 3 ppsx

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 3 ppsx

... (MPa) (1) (2) (3) 0 .5 2.7 0 .86 1 2.2 0.7 2 1 .5 0.4 75 3 1.2 0. 38 4 1.0 0.317 5 0 .8 0. 25 0123 456 0.2 0.4 0.6 0 .8 1.0 Boundary Conditions Tunnel depth = 50 0m Tunnel radius = 5m Rock mass number ... and Metallurgy, London, Chapters5&9. Rabcewicz, L. V. (1964–19 65) . The new Austrian tunnelling method. Water Power, Part I, 1964, 453 - 457 ; Part II, 1964, 51 1 -51...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 5 doc

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 5 doc

... new discontinuities Less discontinuities induced in good quality rock mass 4,1 4,2 4,3 4,4 4 ,5 4,6 5, 1 5, 2 5, 3 5, 4 5, 5 5, 6 6,1 6,2 6,3 6,4 6 ,5 6,6 Larger caverns may be created in better quality rock masses Fig. 13.2a ... 6, 189 -236. Dube, A. K. and Singh, B. (1 986 ). Study of squeezing pressure phenomenon in a tunnel – Part I and II. Tunnelling and Underground Space Techn...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 6 pps

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 6 pps

... (surface) 25 30 55 0. 45 Elevated (super structure) 100 30 130 0. 75 Long span bridge 250 30 280 0.90 Cut and cover 100 to 200 40 140 to 240 0.70 to 0 .80 Tunnelled 150 to 50 0 50 200 to 55 0 0. 75 to 0.90 Tunnelling ... advance Favorable ground 50 –60 m/month 200–700 m/month 350 80 0 m/month 150 –300 m/month 50 0– 150 0 m/month Unfavorable ground 7–10 m/month 50 –60m/month 75 150...

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ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 9 pdf

ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 9 pdf

... 6 ′′ H 25. 0 – 1 180 0 1 057 0 957 0 87 10 80 40 7360 683 0 6 350 59 30 7 ′′ I 15. 3 4 .50 59 90 54 50 4990 4610 8 ′′ I 18. 4 5. 41 7640 6 950 6370 58 60 54 50 8 ′′ I 23.0 6.77 86 40 82 90 7600 7010 650 0 6040 56 40 52 80 ... 45 4 .8 28. 7 35. 1 112.9 83 .4 70.2 6 1300 2.0 60 45 4 .8 23 .8 35. 1 1 08. 0 83 .4 70.2 7 1300 1 .8 55 45 4 .8 23.1 35. 1 107.3 80 .5 70...

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The Cambridge History of the English Language Volume 5 Part 8 pps

The Cambridge History of the English Language Volume 5 Part 8 pps

... 'cliff' (17 85 ) and platteland. Many 'new' topographical words appear in English between 17 95 and 183 8. These include berg 'mountain' ( 182 3); bushveldfrom SAfrDu. bosveld ( 182 2); ... ( 180 1); drift 'ford' (17 95) ; land 'a cultivated field' ( 18 15) ; poort 'narrow pass' (1796); rand 'ridge' ( 182 2) and veld &...

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