- 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 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
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- 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)
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SHEA. (') 2000 1000 85 1000 2000 IC
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J.B. Johnson G.F.N. Cox W.B. Tucker
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91 Fig. 3. Ice conditions around CR
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Fig. 6. 94 Vertical variation of ic
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to the west of the panel, and our l
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100 4. COX, G.F.N.; JOHNSON, J.B.;
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} 10 7 Fig . 7. Horizontal layers (
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111 that the island had gouged the
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11 3 a . Viewed from the north. b.
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116 Austin Kovacs, Research Civil E
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123 At ridge 8 vertical and horizon
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126 struct an axial double-ball loa
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128 B.L. Parsons Institute for Mari
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132 In the configuration of Fig. 2b
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\ 135 10) Timco, G.W., Flexural Str
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E.A. Pulkkinen, researcher Universi
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A 4 3 1 1 11112£\ 2 142 Figure 1.
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144 the material properties accordi
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148 boundary 6 can be stiff or free
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o 4 8 10 Depth 4 4 8 o 16 0 40 Dist
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177 W.B. Tucker III, A.J. Gow and W
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Fig. 1. Ice core sampling locations
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184 ice thickness for both ice type
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187 The ice salinities measured her
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189 Wang Renshu,Liu Xushi, Zhang Li
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M. Yamashita M. Katayama Y. Taguchi
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203 mate the crack initiation load
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205 TOPIC B ARCTIC OCEANOGRAPHY AND
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208 small sill fjord Affarlikassaa
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215 In autumn the vertical diffusio
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218 retention time for metals and f
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229 REFERENCES 1. Walsh. J.E. and C
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231 2.000 km 2 = 2 x 10 6 km 2 •
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235 plex. An oceanographic model th
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237 p p (S,T) (12) SYSTEM 3 is a ge
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Initial Conditions Atmospheric Mode
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242 In the design of fixed offshore
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The Concept of Reference Frame 250
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252 reference time for the velocity
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-1300 -1400 -1500 -1600 • -1700
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260 Reimer, R., Pritchard, R. and C
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268 Inside the failure envelope it
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281 /2/ ADAMS, E.E. and WELLS, S.A.
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283 V.R. Neralla and S. Venkatesh A
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2.3 Sea Ice Data 286 2.3.1 Aircraft
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2.4 Buoy Data 288 Buoys were deploy
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4 REFERENCES (cont'd) 290 4. Nerall
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296 The sizes of ice floes during t
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303 Figure 7. A view over the ice f
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305 L.G. Spedding and J.R. Hawkins
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307 presence of the islands. Past o
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" 313 FIGURE 1 SOUTHERN BEAUFORT SE
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319 durations at Tromsaflaket based
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328 running into or out of the ice
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336 In an icefield of mixed floe si
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339 J. D. Wheeler, Research Advisor
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341 To determine the width of a pro
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343 where 'x' is profile-sailor kee
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346 to Eq. (3), and gives a rate of
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352 based on the conditional probab
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356 of the paper to eliminate the a
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358
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360
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366 system. They have excellent dra
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CONCLUSIONS 368 A 1 imi ted number
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375 T. B. Morrison, Research Scient
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382 between the two data sets was d
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I i 384 After substitutions and eva
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387 11. PILKINGTON, G.R. & MARCELLU
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391 formation on either side of Gre
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394 A major difficulty in interpret
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396 currents and waves of sufficien
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415 Gouge infill by bed-load transp
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422 and icebergs in the Labrador Se
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428 generally short. Crater-like an
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431 degradation studies has demonst
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435 23. IJ.en, R (1981). Seabed fea
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438 Figure 1. SIDESCAN MOSAIC SURVE
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443 TOPIC D BEHAVIOUR OF MATERIALS
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Yoichi Hattori Takaaki Ishihama Tak
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447 (MA-2) The loading pattern is i
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MA-l MA-2 MA-3 MB Test 203 200 196
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456 international conferences, in N
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459 there is an increase of about 2
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461 the lower the temperature at wh
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ample introduction. 466 There is li
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A.M. Vinogradov Department of Civil
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470 With these assumptions, the uni
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472 With the above assumptions the
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477 9. Vinogradov, A.M., Long-term
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479 TOPIC E HARBOUR STRUCTURES IN G
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481 E. Hulgaard, Civil Engineer Hos
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486 In this way a 170 m long sectio
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489 The caissons were fabricated in
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491 growing fishing fleet since thi
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493 The harbour bay has practically
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MOORING SYSTEM 495 As at least 32 m
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497 use of old lorry tyres as fende
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500 Ole Ska!rbo P.V. Jespersen Gree
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503 2.1 Conveyance of Goods/Goods Q
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505 The transport of passengers fro
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2.5 Shipyards 507 For the repair an
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4. Choice of Construction 509 Due t
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513 prerequisites for the future de