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Mr. J. Hoikkanen W§rtsila/W.A.R.C. Kaarantie 1 SF-00560 Helsinki 56 Mr. A. Huovila Neste OY Offshore Technology Dept. Lundin. 6-8 SF-06100 Porvoo Mr. P. Jumppanen VTT/Laboratory of Structural Engineering Betonimiehenkuja 3 SF-02150 Espoo 15 Mr. P. Korri Rauma-Repola OY Rauma Shipyard P.O.Box 176 SF-26101 Rauma Mr. P. Kujala Technical Research Centre of Finland Vuorimiehentie 5 SF-02150 Espoo Mr. O.-P. Nordlund VTT/Laboratory of Structural Engineering Betonimiehenkuja 3 SF-02150 Espoo 22 Mr. H. Tulkki Valmet Corp., Helsinki Shipyard SF-00101 Helsinki 10 FRANCE Mr. J. Bonmort Chantiers de l'Atlantique B.P. 400 F-44608 Saint-Nazaire Cedex GREENLAND Mr. M. Christensen Greenland Home Rule, Secretariat P.O.Box 1015, Nuuk DK-3900 GodthAb
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 24 and 25: Bigum & Steenfos Consulting Enginee
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 36 and 37: Mr. E.V. Hansen Municipality of Nuu
Page 39 and 40: SWITZERLAND Mr. L. Rey La Jaquiere
Page 41 and 42: 28 Mr. S.S. Sunder Massachusetts In
Page 44 and 45: W. Dansgaard Geophysical Institute,
Page 46 and 47: 33 Ice divide Fig. 2. Cross section
Page 48 and 49: 35 ...... ·vnIlN''''a DRYAS Dlllin
Page 51 and 52: 3 2550 yr. 2 50% 38 CAMP CENTURY o
Page 53: 40 10. DANSGAARD, W., JOHNSEN, S.J.
Page 60 and 61: 47 indeed very little in common. An
Page 62 and 63: 49 3 ••• SEASONAL DIFFERENTIA
Page 64 and 65: 6 A DELICATE TRADE-OFF: THE CULTURE
Page 66 and 67: 53 *On land, the presence of sensit
Page 68 and 69: 55 communication system of cetacea
Page 70 and 71: pervasive haze, from December until
Page 72 and 73: G.E. Frankenstein U.S. Army - CRREL
Page 74 and 75: Activity Category Seismic explorati
Page 76 and 77: 63 This concern is associated more
Page 78 and 79: 2.4 Plankton 65 Planktonic life, wh
Page 80 and 81: 67 sensitivity to petroleum. Recent
Page 83 and 84: J. Schwarz Hamburgische Schiffbau
Page 86:
73 TOPIC A SEA ICE PROPERTIES
Page 90 and 91:
The ice pieces glide along each oth
Page 94 and 95:
81 statistically established distri
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4. RESULTS 84 The results from the
Page 100 and 101:
6. REFERENCES [1] HELLMAN, J-H: "Ba
Page 103 and 104:
Fig. 2. 90 Caisson retained island,
Page 105:
o ! Fig. 4. " /S6 tOOm ! 92 Stress
Page 109:
96 The maximum measured compressive
Page 112 and 113:
ors. During relatively quiet period
Page 117:
104 a. North side of ice island. Sa
Page 123 and 124:
110 fined compression at -2SoC, Kov
Page 125 and 126:
112 Fig. 10. Sidescan sonar record
Page 128 and 129:
115 Ragle, R.H., R.G. Blair and L.E
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118 Fig. 1. Axial double-ball load
Page 138 and 139:
125 (Cox et al., 1984). We tested i
Page 140 and 141:
127 4. Kovacs, A., F. Mlchitti and
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131 The apparatus for testing is ou
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ACKNOWLEDGEMENT 134 The authors wou
Page 149:
FIGURE 2 FIGURE 3. 136 a) b) c) AS
Page 154 and 155:
141 2 NONLINEAR VISCOSITY IN FEM I
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143 the pile are 2.0, 3.0, 5.0, 10.
Page 159:
146 the upper and bottom layer. The
Page 168:
Elev Depth 155 generally determined
Page 184:
4. MICROO"mUCruRAL ANALYSIS 171 FIG
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178 The Fram Strait is the major ic
Page 193:
180 tions. Structural analysis of t
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186 We found a mixture of inclined
Page 201 and 202:
188 5 RICHTER-MENGE, J.A. & COX, G.
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190 the thermodynamic process will
Page 213:
3.3 Failure mode 200 The ice sheet
Page 217 and 218:
204 promoting the field study and g
Page 219:
206
Page 222:
209 Sta. Depth (m) Zn (pg/kg) Cd (p
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216 fjord had been flushed in 1982,
Page 233:
Roger Colony Richard E. Moritz Pola
Page 243 and 244:
Jesper Larsen and Asger Kej Danish
Page 247 and 248:
234 the ice compactness A, 0 :iii A
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236 Also for these two levels of mo
Page 251:
REFERNCES 238 1. Wadhams, P., The I
Page 254 and 255:
241 Li FUcheng, Master of Science S
Page 262 and 263:
249 The Choice of Reference Frame f
Page 264 and 265:
251 D , , b , Dc f(z,,')" "if"z",)
Page 267:
254 Table 1. Evaluation of the Solu
Page 272 and 273:
-1300 -1400 -1500 -1600 - 1700 -180
Page 275:
262 of the inclination of the sea s
Page 282:
269 10. PARMETEER, R.R. & COON, M.C
Page 295 and 296:
282 /13/ MATTHEWS, J.B.: Observatio
Page 297:
284 Supply and Services along with
Page 300 and 301:
287 and also on an analog 1/4 inch
Page 302 and 303:
289 gathered only on 17 December 19
Page 308 and 309:
295 2 CRACK I NG AND PACK IIlG OF I
Page 311:
298 takes place. During subsequent
Page 317 and 318:
304 Oa,_ AIr Appr •• t_t.t VI""
Page 319 and 320:
306 Esso's exploratory leases to me
Page 323:
310 Many meteorological and oceanog
Page 329:
316 Ingvar Vik. Senior Research Eng
Page 334:
REFERENCES 321 1 Houmb. O.G. and Vi
Page 348 and 349:
335 vectors, and so will remain nar
Page 351 and 352:
338 7. WADHAMS, P., The effect of a
Page 353 and 354:
340 large ridges in the photo swath
Page 355 and 356:
342 Their routine presence is unamb
Page 357:
344 conditions actually experienced
Page 360:
347 10. Hnatiuk, J., Kovacs, A., Me
Page 368 and 369:
355 structure interaction. It is th
Page 370 and 371:
357 ness in the Sohai Gulf can be c
Page 372 and 373:
3 59 TOPIC C MARINE GEOLOGY AND SOI
Page 377:
364 sity. The mean size has a criti
Page 380 and 381:
367 strong fine-skewed, mesokurtic
Page 382:
REFERENCES 369 1. lowe, J. III, 197
Page 391:
378 transformed onto the shallow co
Page 396 and 397:
383 changing the data from its true
Page 399 and 400:
REFERENCES 386 1. BARNES, P.W., & R
Page 402:
389 A direct result of the enhanced
Page 406 and 407:
393 W.F. Weeks and W.B. Tucker III
Page 408 and 409:
395 given year sequentially estimat
Page 427 and 428:
414 spatial interval over which sam
Page 432:
C.M.T. WOOdworth-I?iMS Senior Resea
Page 438:
3.3 $1"""""0 T.im1tatioos 425 Scour
Page 443 and 444:
430 Based on the resul ts of the tw
Page 445:
7. REFI!JUH:ES 432 1. Barnes, P., R
Page 450 and 451:
Site 437 'rABLB 1 SIDESCAN IlOSAiC
Page 453:
440 Figure 3 Location of repetitive
Page 457 and 458:
444
Page 459 and 460:
1. Introduction 446 The composite s
Page 463 and 464:
450 The calculated ultimate load is
Page 468 and 469:
455 A.L. Marshall, Head, Offshore E
Page 470:
maximum at about -70oC. 2.3 Elastic
Page 473 and 474:
460 indicates that moisture content
Page 478 and 479:
465 collision resistance may be inc
Page 480 and 481:
467 2. KIVEKAS, L. et al, Use of co
Page 482 and 483:
469 two-layer system are utilized.
Page 484 and 485:
3 FORMULATION OF THE PROBLEM 471 In
Page 489 and 490:
7 ACKNOWLEDGEMENTS 476 The financia
Page 491 and 492:
478
Page 493 and 494:
480
Page 498 and 499:
485 steel plates in the connections
Page 500:
487 Unfortunately, what was expecte
Page 503 and 504:
490 Niels Nondal, Civil Engineer, M
Page 505 and 506:
492 vertically in the water (diamet
Page 507 and 508:
494 Spring tide gives high and low
Page 509 and 510:
HW. L.W. __ 496 chored with two (al
Page 512 and 513:
499 could be between the ice barrie
Page 514:
501 In those years tuberculosis was
Page 517 and 518:
504 In addition to quays accommodat
Page 519 and 520:
506 that extensions can take place
Page 521 and 522:
508 the area of the old harbour thr
Page 524:
511 The building of quays at settle
Page 527:
514
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