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Bigum & Steenfos Consulting Engineers A/S, F.R.I. A.L. Drewsensvej 1 DK-2100 Copenhagen Denmark Greenland Offices: - Ilulissat/DK-3952 Jakobshavn - Nuuk/DK-3900 GodthAb Bikuben A/S Lyngby Hovedgade 25 DK-2800 Lyngby Denmark Br¢drene Dahl Handelsaktieselskab Tigervej 2 DK-7700 Thisted Denmark C.G. Jensen A/S Gl. Vartov Vej 7 DK-2900 Hellerup Denmark Greenland Office: - Nuuk/DK-3900 GodthAb The Commission for Scientific Research in Greenland 0ster Voldgade 10 DK-1350 Copenhagen Denmark COWIconsult A/S Teknikerbyen 45 DK-2830 Virum Denmark Danish Arctic Contractors Bomhusvej 13 P.O. Box 2669 DK-2100 Copenhagen Denmark Danish Council for Scientific and Industrial Research Holmens Kanal 7 DK-1060 Copenhagen Denmark Danish Geotechnical Institute Maglebjergvej 1 P.O.Box 119 DK-2800 Lyngby Denmark 11 Consulting Engineers and Planners Bankers Trading Company Contractors Consulting Engineers and Planners Consulting Engineers and Planners Soil Mechanics and Foundation Engineering
Danish Hydraulic Institute Agern Alle 5 DK-2970 H¢rsholm Denmark The Danish Ministry for Education Frederiksholms Kanal 26 DK-1220 Copenhagen Denmark Dansk Geoteknik A/S Granskovej 6 DK-2600 Glostrup Denmark (Member of the Carl Bro Group A/S) Dansk Olie- og Gasproduktion A/S Agern AIle 24-26 DK-2970 H¢rsholm Denmark Diskobyg A/S Bregner¢dvej l32 DK-3460 Birker¢d Denmark E. Pihl & S¢n A/S Lundtoftevej 5 DK-2BOO Lyngby Denmark FAXE International OK A/S Torvegade 35 DK-4640 Fakse Denmark GREENE X A/S DK-3963 Maarmorilik Greenland Greenland Technical Organization Hauser Plads 20 DK-1127 Copenhagen Denmark Greenlandair A/S P.O.Box 1012, Nuuk DK-3900 Godthab Greenland Gr¢nlands Rejsebureau A/S Gammel M¢nt 12 DK-1117 Copenhagen Denmark 12 Field Investigations, Physical and Mathematical Model Studies Consulting Engineers and Planners, Harbours, Marine Works and Soils Mechanics Oil and Gas Exploration and Production Contractors Civil Engineers and Contractors Brewery Mining Company Airline Company Travel Agency
Page 2 and 3: @POAC85 .JAN 8 '86 The 8th internat
Page 4 and 5: TABLE OF CONTENTS (summary): VOLUME
Page 6 and 7: iii A7 Rexford, M.M. INVESTIGATION
Page 8 and 9: C5 Wheeler, J.D., SEA ICE GOUGE STA
Page 10 and 11: vii F15 To, N.M. A METHOD OF CALCUL
Page 12: ix TOPIC K - TOPICS UNIQUE TO THE G
Page 15 and 16: 2 tures in the Arctic, but the impo
Page 17 and 18: INTERNATIONAL COMMITTEE President:
Page 20 and 21: Mr. P. Christiansen Monberg & Thors
Page 27 and 28: P.E. Ehrhardt A/S Smedeland 28 P.O.
Page 29 and 30: 16 Mr. B. Parsons National Research
Page 31: Mr. J. Dietrich Danish Hydraulic In
Page 35 and 36: Mr. J. Hoikkanen W§rtsila/W.A.R.C.
Page 37: 24 Mr. T. Kawasaki Mitsubishi Heavy
Page 40 and 41: Mr. R. Colony University of Washing
Page 42: 29 INVITED LECTURES
Page 45 and 46: North • Site North Central Su'!"m
Page 47 and 48: 10 20 30 40 50 60 70 80 90 100 110
Page 49: a b c 36 Fig. 5. a: Details of the
Page 52 and 53: lations is doubtful, because the si
Page 59 and 60: 46 Louis REY Member of the Internat
Page 61 and 62: 48 considerations which can readily
Page 63 and 64: 50 do impact seriously on men, inte
Page 65 and 66: 52 as culture and environment but a
Page 67 and 68: 54 structural sensitivity of the in
Page 69 and 70: 56 Is it not, indeed, the privilege
Page 71 and 72: 58 1. REY, L., ed., The Arctic Ocea
Page 73 and 74:
60 F. Rainer Engelhardt, Director B
Page 75 and 76:
62 environment. Direct interference
Page 77 and 78:
64 It has been determined that the
Page 79 and 80:
66 An additional concern over impac
Page 81:
3 CONCLUSIONS 68 An increasing leve
Page 84:
71 physical modelling is necessary
Page 88:
75 Lennart Fransson, Lie. Eng. Divi
Page 91:
78 pressure factors. The cohesion w
Page 95:
82 50 100 150 200 250 DIAMETER (mm)
Page 98:
SHEA. (') 2000 1000 85 1000 2000 IC
Page 101:
J.B. Johnson G.F.N. Cox W.B. Tucker
Page 104 and 105:
91 Fig. 3. Ice conditions around CR
Page 107:
Fig. 6. 94 Vertical variation of ic
Page 111 and 112:
to the west of the panel, and our l
Page 113:
100 4. COX, G.F.N.; JOHNSON, J.B.;
Page 120:
} 10 7 Fig . 7. Horizontal layers (
Page 124 and 125:
111 that the island had gouged the
Page 126:
11 3 a . Viewed from the north. b.
Page 129:
116 Austin Kovacs, Research Civil E
Page 136:
123 At ridge 8 vertical and horizon
Page 139 and 140:
126 struct an axial double-ball loa
Page 141:
128 B.L. Parsons Institute for Mari
Page 145:
132 In the configuration of Fig. 2b
Page 148 and 149:
\ 135 10) Timco, G.W., Flexural Str
Page 151:
E.A. Pulkkinen, researcher Universi
Page 155 and 156:
A 4 3 1 1 11112£\ 2 142 Figure 1.
Page 157:
144 the material properties accordi
Page 161:
148 boundary 6 can be stiff or free
Page 173:
o 4 8 10 Depth 4 4 8 o 16 0 40 Dist
Page 190 and 191:
177 W.B. Tucker III, A.J. Gow and W
Page 192 and 193:
Fig. 1. Ice core sampling locations
Page 197:
184 ice thickness for both ice type
Page 200 and 201:
187 The ice salinities measured her
Page 202 and 203:
189 Wang Renshu,Liu Xushi, Zhang Li
Page 208:
M. Yamashita M. Katayama Y. Taguchi
Page 216 and 217:
203 mate the crack initiation load
Page 218 and 219:
205 TOPIC B ARCTIC OCEANOGRAPHY AND
Page 221 and 222:
208 small sill fjord Affarlikassaa
Page 228 and 229:
215 In autumn the vertical diffusio
Page 231:
218 retention time for metals and f
Page 242 and 243:
229 REFERENCES 1. Walsh. J.E. and C
Page 244:
231 2.000 km 2 = 2 x 10 6 km 2 •
Page 248 and 249:
235 plex. An oceanographic model th
Page 250 and 251:
237 p p (S,T) (12) SYSTEM 3 is a ge
Page 253 and 254:
Initial Conditions Atmospheric Mode
Page 255:
242 In the design of fixed offshore
Page 263 and 264:
The Concept of Reference Frame 250
Page 265:
252 reference time for the velocity
Page 271 and 272:
-1300 -1400 -1500 -1600 • -1700
Page 273:
260 Reimer, R., Pritchard, R. and C
Page 281 and 282:
268 Inside the failure envelope it
Page 294 and 295:
281 /2/ ADAMS, E.E. and WELLS, S.A.
Page 296 and 297:
283 V.R. Neralla and S. Venkatesh A
Page 299 and 300:
2.3 Sea Ice Data 286 2.3.1 Aircraft
Page 301 and 302:
2.4 Buoy Data 288 Buoys were deploy
Page 303:
4 REFERENCES (cont'd) 290 4. Nerall
Page 309:
296 The sizes of ice floes during t
Page 316 and 317:
303 Figure 7. A view over the ice f
Page 318 and 319:
305 L.G. Spedding and J.R. Hawkins
Page 320:
307 presence of the islands. Past o
Page 326:
" 313 FIGURE 1 SOUTHERN BEAUFORT SE
Page 332:
319 durations at Tromsaflaket based
Page 341:
328 running into or out of the ice
Page 349:
336 In an icefield of mixed floe si
Page 352 and 353:
339 J. D. Wheeler, Research Advisor
Page 354 and 355:
341 To determine the width of a pro
Page 356 and 357:
343 where 'x' is profile-sailor kee
Page 359 and 360:
346 to Eq. (3), and gives a rate of
Page 365:
352 based on the conditional probab
Page 369 and 370:
356 of the paper to eliminate the a
Page 371 and 372:
358
Page 373:
360
Page 379 and 380:
366 system. They have excellent dra
Page 381 and 382:
CONCLUSIONS 368 A 1 imi ted number
Page 388:
375 T. B. Morrison, Research Scient
Page 395 and 396:
382 between the two data sets was d
Page 397:
I i 384 After substitutions and eva
Page 400:
387 11. PILKINGTON, G.R. & MARCELLU
Page 404:
391 formation on either side of Gre
Page 407 and 408:
394 A major difficulty in interpret
Page 409:
396 currents and waves of sufficien
Page 428:
415 Gouge infill by bed-load transp
Page 435:
422 and icebergs in the Labrador Se
Page 441:
428 generally short. Crater-like an
Page 444 and 445:
431 degradation studies has demonst
Page 448:
435 23. IJ.en, R (1981). Seabed fea
Page 451:
438 Figure 1. SIDESCAN MOSAIC SURVE
Page 456 and 457:
443 TOPIC D BEHAVIOUR OF MATERIALS
Page 458 and 459:
Yoichi Hattori Takaaki Ishihama Tak
Page 460:
447 (MA-2) The loading pattern is i
Page 464:
MA-l MA-2 MA-3 MB Test 203 200 196
Page 469 and 470:
456 international conferences, in N
Page 472 and 473:
459 there is an increase of about 2
Page 474:
461 the lower the temperature at wh
Page 479 and 480:
ample introduction. 466 There is li
Page 481 and 482:
A.M. Vinogradov Department of Civil
Page 483 and 484:
470 With these assumptions, the uni
Page 485:
472 With the above assumptions the
Page 490 and 491:
477 9. Vinogradov, A.M., Long-term
Page 492 and 493:
479 TOPIC E HARBOUR STRUCTURES IN G
Page 494:
481 E. Hulgaard, Civil Engineer Hos
Page 499 and 500:
486 In this way a 170 m long sectio
Page 502 and 503:
489 The caissons were fabricated in
Page 504 and 505:
491 growing fishing fleet since thi
Page 506 and 507:
493 The harbour bay has practically
Page 508 and 509:
MOORING SYSTEM 495 As at least 32 m
Page 510:
497 use of old lorry tyres as fende
Page 513 and 514:
500 Ole Ska!rbo P.V. Jespersen Gree
Page 516 and 517:
503 2.1 Conveyance of Goods/Goods Q
Page 518 and 519:
505 The transport of passengers fro
Page 520 and 521:
2.5 Shipyards 507 For the repair an
Page 522:
4. Choice of Construction 509 Due t
Page 526 and 527:
513 prerequisites for the future de
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