~ ~~TJ:ON
OF-SPiu.~':'IClr
AND AsEiz~o~ ~F
ITSCONSnToTIVE PROPERnES WITH COMPARISONS'l'OICE ANDSNOW.:.~ '::-.'
"
.~. "
'Ne wf ound land
'~® M.' ·ABIG~IL STEEL.
B.SC .(ENG)!"arch,..1989
A
th e s is-sub.ii h dto'the
school.of Gradu a te...st udi es"in
~art'i:i'fU-¥.illlD~nt
et:~e
requirements forthe"deqreeof.
/ ''-. .-
. .
M'.~.ro
ofE~!n. -. .; .
Facur tyot Engine e r ing andAPp.l !!.~~~e Me~or1alUniv e r s i ty ot NeWfo~ndland
,
,:~.>~
.
.-.~".' ...:
,::>..
~'..
....s:
I ..
L'auleUf IIaccordeunalicence-Irrevocableat non excruslveperinettiml8la'B1bllolMque na-
1.lonaIedu Canadadere:Pl'odUiie;prAter;,,dlS-'" .
· =:~:~~;~:d:U~~:I:nt:~:~.~:..:\:
JSBN.0- 31S-5 0 4? O- 6
· .
\
"u
,"::
SO~id
-~~e,g=a:riU:fa'~
'ic e; andlano....' an~
.a',brief'. presaurellleter,,the ex~e_~~~en~~l .r~,su).ta' 'are:I::: ::a:w~::v~rp:~:~:::'~m.:: tut~ .w~r.
wa s evaluated'thr ough', 'a"large-scale
~~to~ s.i~ulation:
'F'.l~,"~~_._:~~",·i.'·"'-'S>t~~r:1.,W::l;j;esI'''-c'-:'''':-''-'-',fi
we~eperfonned on 'the laboratorY
This th~sis.exami ne s"~e prod~~tion of th~. spray- ice~ and·s eve r al of -....u•.,const itutivepropertl~9with
comparis~ns
drawn to~xisting spraY:"lc~ dat~
. ,~w~'~l ~s·
>~ S:hOW,
.ice-~ ~nd
' soil. Consideration'' . w~~ giv~n
.' ast~ 'h~W
'..
spray-icewas best 're pr e s e nt ed'
as
an engineering'mater!al arid what factors ef f ec t it s behavior.I~ W~$' al~~ : iJport~nt
~eview
theme thods'·~i·-
producti9n..'" ' ,
From these,,eXperi~ents it was found that spi"a~-ice,
\ ..J 'behaved
,i~ ~ ~arm'er simi1~'r to"granUl~:t:_ i~e
or. l~ose'
sa nd.";...,H?WeVe~~ ,,it s failure'.anveLc pe-has a·Sh~e thatagrees with solid,.ic~'' or\ snow.,"~h~, ,'.COh'es.ive-'.,'propert;!es- - ..",-,Of'"sp~ay-ic~
' .
.Pl~:SanimRortantrQ~i.n.d.E§term.ini~gits.'~~~~iour~It,wa s found that.spray-.is¢'st r e nqth.and:fa il)1r e typ e,was
":,.depenaent o~ the con:f!ninq,''pr es s ur e 'a ndc'onsolidat1'o~'
~... . " , - . , •. " ..$ .
. a,s'we'll .being"af f ec t ed ~)',the.,~est temperat.ur~~
r..
i,
"
J
/ ,"'~
,..
/.
.",
. . :
..,:....
/ : .~. ;'
rate and sampledensity. The strenqth foundinthi s study do not
e~·t i.rtiy
agree 6 ti t h theresu1t~
of'o~e~s
on'~pra:Y-ice.
but'~.;
strenqtlivalU~
and stress-straincur:.es ere sWler. The'b.heviouri.r
we.'- ~o.~ ...
in... so.e~~se·s .. t :
that of' solid,.qran.u~ar·ice·a nd/s,:ow•.The press?remetar te ats'perfoned·on"sprily-ice di d not'c omp a r e well with
~al~~{
·in.tn. l1t~~a~ure
but, in general, aqreed.,}lth'th~
derived:'
tri~Xial . res~lts~.
,Ge n e r a lly , .thes~
te s t s. wer~·
/,~;
ettectiv8 ,1n eVal~atin9' spra~- ice but additional work is re'quired'-eei 'und ers t and this' in~erestinq and importan~
/
. ' .
.material .. ,.I.
-
,/I'W~uld like to offer my.~ incere Morin And Dr}.Jack Clark f~r their without Which'this "iiork
w~uld
not haver~a~hEld
amalso";nde bt e d,'t o'my.supElrvis?rs~ 'Memori~ li'ni[v. ·••
,.v:
...C-'COREfortheir,~en~rous'fundinq'providedforth iS
\. I w6u~dlike~o'thapk~y',huSba~d.
endihqsupp~~'a ndencouraqem~ntthouqJ;0u't this 'I..".,':
Finally/.1:dedicate th)swork tomy father;,John
who/pas~~a ~way ~,~ .O~~ffa .
'/
.)
.
',.2
14.
11:4
102
II
1O~~" " """ '\::":''';''''T'''':' 'C\:< " ,''t'" , :"
s, ,",'".~"'"
'," ,';<\ "" ',~:' "' ''''' ~
;"'""rv,
~
,/l~ary spray~Ica EXP.rim.nt : ";\]11 / -;:;'~\
IV. lo', 40JllPa_r~~~!.1..or_~esults/ "
.IV.'2FieldProduction of,Spray-rce 1V~2.1"i nt r oduc tion " . IV. 2;2~tojectoutlinean~ Equipment~ IV.2~3ReSUlts and Observations '
. II,
IV.3 Method of,.,MakingLaboratory Spray-Ice .IV -.3.1,~n~roduct~onand, Equip,mant·
i~:; :;· ~~~~i;;C~~~~~:~:~~: P'r~duction
j \ . -/IV.4·Triaxicll Tests on spray-Ice' • XV.4•1/Introduction,and Purpose
'I V •.4.2 prepp.ratlon.o tTest speci1llens .
" IV. 4.3 Te s t p~ocedureand Equipment . .
IV.4.4 Triaxial,Te s t Result.-a nd tnterpr,etation
'. ' I \ . : , :
IV.S i~~~~l~~i~~~~~l~nIce .fore: and.Sa~p;Les
IV"
~I ~hi~ .sec~ion
Result:: "V DIS~.s'SION.OF""RE~ULTS"".: ..,"-' 151
V,l
Intr;,duc,ion \ ' . :,: ~51
V.:!
'~~~r~tory
andFi e l d'productlo':a"of'sp"r~~jc~ _ _
;1.52, ). V.3
pressJreme~er T~~t \~esults
..~.
'- , ;'" ..'' . . 1S'l.V' ~'ll:tntrodUCtiOn \ . ,/
• V.3.2Comparison with Resolute and'Ll MEXResults , V.3.3Icomparison'wi th,Soils ' .",1' . . ..
\ "V.3.4i~omp~rison,with\'IceandSp;:ay-I
7
,e•V.4.:
~~~~It~i~~~~c~~~~~
ts\V.4.2 Comp,arison'with Soils . ~ V.4.Ucomparis.onWit.h..SOlid, G.ranularrceand~now'
.,V.4:.!Comparison.withsp~.aY-Ic\ .
v.s 'Ob s e ations and Fut ure"Work .... 1S1 \
VI!".:
CON~LJSIONS
.~S: . .,.;:~~
j::~::E: I
J : : : ...•••~
jpP~NOIX
B ) 209 _',I.'<...• ••
! : ' J, , : i";"'~~.~"" ,.,; .. 6 : . 1 ." ; i
18 18
21 23 2S 28 ,29 36
3.
3.
./),
41
42
43
43
47
48
-
4.
52
vii
Ic e island density and s~linityprofile Simpl~tied str~ss-strain;cU,rve
'IceeIu8lity tests on spray and flooded ice
.C_onstructionSchedUle
I .
I :
F~ilure m,~desof.gr~Undrd.lC~,i~land,s"
~~~rlmenta~ 'set-u~fori.fracturt toughnes~
.'.
'~~eep
curve'for a constant~ess
test~n
:ice "'_'_" .. - _' ..
Str~ss/straincurvefor a constant strain test'(moderate rate)
'stress/strai~curves for'snow ice 'and iceberg'
ice at differentlit r ai nrate~'y' Str.atrrrate -dependence for strength forTl, granular encv ice
. " ,I ,
stress""strain curves for ploycrystalline ice forva r i ous confiningpres-sures
: . ,_ I _? -v'
kaxium stress VS. confining pressure at differ_~ntstrain rates .- Mohr C;'9.10mb,~nJelOl'etor broken ice' oedometer. ,test-cn.eecken ice T~iaxialcompres sionte s t
on
broken ice Ram hardness vs , age'for processed snow2.1.1 Loc,-pon of Arctic Activities
2~2 spray-iceFormation 2.1. 3 •Typical's p r a y - i c e'eere pt'ptile 2.1.4
Typi~al ~raY-ic~
corepr~fil~
2.2.1 2.1.8 2.1.6 ,) 2.1.7
2."1.9 . 2.1.5
2.2.4
2.2 .5
2.2.6
2.2.9 2.2.8'
2.2.10 2.2 .11.
2.2.15 Torslonalshea r VB: density
2.'J.1 The.Roc t es t pres s ureDeter
7' ••
••
57" "_
.2 .7
100
10 5. 10.
10 9·
112 11.
11.
12.
12.
12.
12 7
12 . / :95
viii. Triaxialtest arrangement corre,ctedpresB~remetar; cu..:"~·
Relaxation test.ontr e s h water ice cylinder Pa t hot"CSS(Ba l tindur i n; Ll KEX • Exampleot LIMEXcor r ec tedpressuremet er curve-
Locat.ic:notRe s ol u -eeexp~riment
.4 hour consolidationphase,
pressur~
19hourc~nsolidationpha;ie. atvarious~ll
pressu res ~
Stres s-gtrain.curve s at thre llcellpre ssures'-- (4hourconsoli~ation)
4.2.1 2."3.2
-,
2. 3.3
4.l,..3 .4.1.2
..
,..
4
:1.
4 ,~~~~;e~ot Re s oluteco.r~~ct8d~r'ess~re'Jlleter.:' .. ..1.5 ,.Exa~le'
ot'calga ry~;~aY-i'~e ~orre~~ed '
...pressu reme te r curve . -, .
s/raY- ic8 te st sita ,
Turn~r~ ~~l ley,
ALT./
.
. ", 4.2.2 /spraY~ iO\t~rm~tion ,.Turner ~~ ile~ ,.AL'T•
4. 3:1 spray-icenozzle contigur a tion ".
. . 4.3.2
I1
Grain sizeana~ysi"s
. on spray-lee. ..4.4.1 Tri ax,ial sample'prepa ratil,n 4.4.I2
4.4 .3I at variou&'f'cel l
,·;·:/·
.· · · :: : .~--.="
(19hour oonso lida t io n)cu ev•• " - -,~"
resauz-est:":~.
....
4.7 s~ress-,:st"raincurves, attvo st rain rates'. " " /
: - '.
4~4,.16 •strenqt11 ve:z:sus consolidation ti me (172kP~) 4".4.17 stren~J:lvaeeusc'ell~essure (4 hour
i consolidation) ~
4.4 .1 9
·s/t~ng.th· v~rsus_cell
pressure'(:1.9hour,, ' lCO~SOl~da.t.iPn.~. .
4.4.19~· stress-path r,ep res e nt at i am of complete , . test hi;atory.'.4hour ,co,nsolidation)_ . 4.4.20 Stress-pathrepre s entat i ~nof complete
te s t:ht s t ory (19hourconsolidatiC!n~
4.4.21 stress-path repre s e nt a t i o n, test s~renqth values (4 hou rconsolidation)
I .
4.4.22 Stress':"pathrepresentation, te s t.strength va~ues (:9hour ...conso lidation)\- , 4..4. 2 3 Mohrcircle represontation,te s't strength
values (4 hour consolidation) ,__~--_..
4.4.9
4.4.10
4.4 .11
4.4.12. 4.4.13.
4. 4 . 14 4.4.15
4.4.24
stress-stt'~incurves, at two test temperatures st~ess-straj:ncurves,
at
tw~consoll-idation times'fcell pressureA4 ~kPa).Stre~s:strain'c u rves'"at,..,~wo cons~olidation
tiJtl~S(cellpr~ssure86 kPa).
Stress-strain cu rves, at't wo consolidation ti me s ..ecell pressur e17 2kPa) . strengthver~ustempe r a t u r e Strength versusstraiJ.'l rate
Strengthversus con~~lidationtime (45kPa) st r e n gt h versus consolidationtime (86-~pa)
Mohr'-circle
represe~tation,
te s tstren~h
values(19hour.cons oli da t i on ) ), 129 13.
131
132
135 135 136 136 137 137
138
041;
139
139
141
142
14 3
143
;)r, ',
,.
4.1.1 'Summary of LlMEXpr~ssuumQtertes t ;esults 88 2.3.1 suinmary·ofhi gh-speed pree eureaeeez-test results. 74 .2.3.2,Short-termpreesureaeeertes t,r esu l t s in"i c e ·76 78 24 24
89
.1~
120, /. '
122'
14Q·, i4<4
~54' 171 175 /"
I
Long-termc're ep parametersfrompressureme t e r
testsonice ", ' .
sp ra y-ic e properties
Comparison ofpre s s ure meterresults
~t'ilt'Xial ~nd'(uniaxial
"testr~sults
salinityprofile (c ore'9 )'.
s~afy
of'Res'~lute pres~u:remeter
resul; s 's"umm'aryo ' t ca~~ary
spray-lce'pressuremet~ ~est
~~~ '
. .
, ' . '~ ,2.3.3
2.1.2 spray-ie.eproperties I 2.1.i S,pr~y-leeprop e.rties'1,1
'(
.
4.1.3 a.1.4
4. 4 . 4
5.4.2'Acompa riso n oft~ston spray-i~e
·~Q TrTU ' .
,4.3.;~ SpraY-ie~nozzI..~"di mens i ons"
4.4 ;1 Tabl.e Of.:t.~i.~d.~~..test_~5!"p:t'ogram...: '.4.4 .~;2. Tableof triaxial test initial re'sults
4.4.3. Summa~of.faH~rscriter.ion ,;-s sui t s
I INTBQmlCTION
With
the
advancementot ice technology in North America in the past decade and the increasinq-c o s t s of"const~ct i..on"'" . iri
the~rc~ic,'manyoil producers,are lOOking at:'~heuseot'"spray-lee a.sa 'vi abl e <ionstructionmaterial. Spray-iceisa -.".;
fine granular material formed throuqh the high pressure spraying of water\i~t~acol~oenvironme nt..
As spr~y:," ice is a relatively new material onl y a lilDited
amo~nt'
'Of tests'beve been-completedtodetermin~
it sba~ic ;~s~r~ngth ·Characterist·ic~.~
In order to~~
able toincrease its ~~~uction ,while main'ta,ininq e",c o mpe t e nt
: ma:t~rial
,'.add i t i o nal research work wasthoug~t ~ece~sary
•.'!7h~
objectiyes"of~ 'th~
"fOllo~ing ~~po1
are:' (1) ee he,lp' understand·what affects spray-ice_bej.'-avi6~randto-cons ~dBr .how it~s-~~eat r.epr~sented.a s an engineering materlal ; (2) to.'add to.th&eXistin9"ctat.abase'o f s~rengt:h information on spray-feewhile asses s -ing-a mea':!s~:O f.performing Ins ituand' laboratory tests on.'the' ice end".(3) to evaluate the"produc;::~ton ~f~pray- tcein thelaboratoryas weU as .through a rul:l-scel.eexperiml:'nt.
~npreparl,n,gthe test program..it was important.that the res~ltscoUld";b~correlated top~e:-'ioUSlYattain'edfi~ldand laboratory'data, while provtding the greatest\amount ot i.n~ormationpossible. It was 'therefore de'cidedto look at epray-dce ,U~der of}.eld andv •laboratory conditiona. The pressuremeterwas's.el ectEid~oeve fue eesp ra y- i ce insitu and'
.;
t riaxial te~t8 ,were employed to'test spray-I ce.
To
a~01llP118h'
the'aboved~cr1bed
objectives~e
workwill proc:':eed according to'the.to11 O\11' lng schedule;. (1 ) A l it erature review,I s pr e senua-on spray-ice , oth~r_typersot. ice and the'pre~8urellleter, (2)'the sp r a y - i ce
is
assessed in detail wIth conBid~rat lon given to the material , "its forma t i o nand,.i tsuses ; (3) the strengthpropertiesot'soHd ice, granular Ice an d snow"a r e ,s umma r i ied and finally (4)the.p ; e s s ureme ter equ i pment .i s.
de8cri~ed
lh'~etail
along- /. . ,;'
.
wi t h the testin:e rpr e t a t ion and itsapP~lcationtoIc e•. In
~be·. experi~~~~al
·s e c tio n·the~
t'ieid'81)9.:
laboratory.te~.ts are coniilde~ed, the;~roductlon of bpray-lce' is as sess e d and the i,?8crystallography.isexamI n ed . ,A~.e~ieB· \ of field
p " ;: e•• u~e1Deter tes "ts
9" spray-ice·a"~ · o~her
:•.7 first-y ea r·ic e is·
p~esent~.· "
Thepr~uc:.tion o~·
BP; ay-ic eis. evalua ted through'. con sidering a lar qe -scale exper i ment performe dby ERc.L(£ S8 0Research~~<;o.··Lter.) a~by lOOki~at"~ thelabOr atoryprod:uctJ,on of spray-ice.· Triaxial.te,tahave
;be en
~ormed
ort~aborato~
iliad. spray-ice-e nd the. ice":-cry s talloqrAph y was'de:e~ined·fo~samples trom the't(eld.~
well as sampl esp~epar~d inthe laboratoryand subjected·to,
.triaxial tests·. . . \ •
In' the.dis'cussion of the
I
re sultsth~ success
o'f·the,·, 'spray~lce pr~uction~ experim~nts
·isas sesse dalo~g
with\l'hein&ita and lab?~atory tests.. Also, the findings from the. I "."
field and IAl5orAtory tests are compared with results fr om
,
-
the l i teratur, o~ soi l , soli~ ice, gr~nUla~iC8:snow ,and spray -1Ce-"tiElr e thedata are ava i.~ able. Thes e compa r ison s
~ssi s t in: providing j.nform a tio~, on the behavior of spr a y-i c e•
. .• • ... .. :: ~ ,
.>
.>.
~.
,I;r. pTERATYRE'Rt yU;W, r,
II.1~
II.1.1 Int r od uc t ionI'
Fromthe'c o nstructi on all;ea~ycompleted',in'the Arcti c,
it' seems that sp ray-ice islands ~CO~ld :cu t ...~XPIoratiOn.' drilli~g C;;:osts'by a~ leas t' tifty percent in'sha llOW';to jOdera~ewate r depths (w1"!.¥ams , ~9 851Juvkam-Wold, 19~~);' .: Rec enth , spray-ice haa also been1:1S~d inthe constructio,n.
o~ barriers around ottshore structure s and.t1o~ti'neJ ic~~
, ' , j
islanda. Tha apray-ice,~arri.r protacta·a _trueturaf rc,,),...
the tor c e s otthea'rct icde e~heetand.cr8ates'a~ ~ce_rubble moundtha t in,itselt'dete n ds
the
.tructur~•. ~pr~y,:,icB._has ' beenemPl.~fed
to~'~iticial.l~ ~.ic~e .
n.. , icesh~et'
-.i.n',th.e.:',.. ', dee p wate r s ot the highArctic and.i t hasbeenuse'din'the, .
<,
)'const~ctibn
at agro~ed 'isla~' i~'
the.BeaU:to~:
see .(Masters~~
et.~l ' 1.986(b~
I.'~o;i :~ " :
,1.9 8 7 ):'.,Th:~ '~~~~al
'.loc a tio n of ~e Arctic exp,lorati on activities is ShO~in the lIlap on Fi gure 2.1. 1.
Spra y-ice is l ands.ae e no't-onl y ec on omi ca l'in term s ot. the act u a l-island'c ons truc t ion , but there isal s ,? a.s avi~.g
d~etotheshort erc~nstructionperlod, A spr ay-icei,sl~nd requires. 30 tei 45 days const~ct~on' time'while'a grav,,:(,- island needs 60'to 90'da y s
(Wllli~ma,
198 5),I~
mddi tTo),f~r. grav el island constructio n·there is a n~ed" f~r
.
'..
':'~.--..." -
",''c 6 ns t ru c tion permits , dredging and,transporti.p9...Qravel..:a~'
well as havingthe'drillrig ready
W~ll'
inadvance" becau~ef
r \'''''
.I" "
'.
\
'r:
" .
19 7 8- 7 9 .
.-.Fi gure2.1".1
Location ofArc~ic,ExplorationActivt'ties E?CAl'fPf:.ESOFSPRAY- :tCE CONSTRUcrIO N 1 Mars; ,AIIloco,.~~ S 6 .I_ c, 2Ice IslandExperim e nt , Jo i nt Venture . 3Exp e rimenta l llti a nd, Exxon', 19 78-79 . 4 IS SUi'lg n'ak , Es s o, 199 0.
5Alerk~'ESSO, 198 2.
6 Anqaflak L-03. Esso~Exxon,1986-87.
7Cape Allison C- 47 ,·Panar c ti c, 1984 - 8 5.
8co rnwall , 1985-8 6. .
'9Buckin~ham_0.68 , 19 8 5- 8 6.
/, :-
'/
of the neces sari l y'br ief
'~-'-_, ' ,',:, " , ','J envir~lnmental poipt ofvi ~w,th!!Spr~!-ice i'slafid"als o ha,~"
the advantage that , once thedrilliri g: .is'c otlple t edin,'t he springor summer, the1slan~wi ll,melt:'\ 'l'hls,me ansthe re willbe~ewor no ionq'te~'eff e cts,onthesu;r~undin? are~.
,The purp oseof this sectionis to reviewthe cur rent litel~ture'onspray- i ce. spray-icewill 'firstbedescribed a. •.aterk, and .".pI es of
ho~
ithas'bee n used.in construction'will be illustrated~ The physicalana Illechani~al lproperties w+: ,1 ,
e.,S,""",'arlzed froin,'existing field and labdratory t s'a,s foun d'in the_'literature'~/ ', ,
Cesign aspects ,t or spray-ice,constructi~n,Willbep~min~.' Theadvantag~an4'd i s!ldy a ntag8 s of's p,ray- ice,'will,then,:',be "- 'reviewed and conside"ratio n,'gi ve n to the fut ure.of sp ray-
lee.
II. l.2 Spray-IceProductio n\
t e
has been'us'e~
as a structu ralmaterial for many yea rsinth~.Arctic". The·lIHitai-ydeveloped its use in the ,: 950'.ef o,rJh e"pst~ction ~f~~ads. brid9". jn~ ~nw.y"
;/.(Duthweiller et ai, 1985 ). Morl recllnt l y ,
f~oatin9 ',iclI
'l !11 ands have
bee~'/ con~tructed .
for 8Xplorato& :drilling puiposes bY"f1o~ing:
sheet,ice~ith
water to/b Uild'up a'frozen aaes
(~~sterso~
et et,~98,6.(an . The "mi~r ~,r6b~~S
... assoc.l,ated'withflooding'an ice sheet wer,e thellotibuild-up.
t, .. - " -
Lee~.
" " : - - '' L ' :-"'C ~--~ .:
t> : ; ;:/ - 7 • / ~L . .
<21/ l~., ,~...,,~... . ',~ J,~, {~'.~~z.~,,,,,,, ~J...I>-..\ 1,,.;....: ~ti~l>."t:~'tJ *'.ii~\t""-:I.
impo s e d mont hs.' and \he dep endency of 's tren g t h th.e
con d ition s duri n gcons truc tion.
discov ;ry of
spr~''':~~el
.as i t app lies to the"",/' o"atOry ddl~lngoperation, has 7"ene wedthe use...of, ice ,i\
stryct~ral : "ma~erial.
spray- fJe .h~g signi~l~-~ntly
• / ' : r ' :.
:h igher buiicl7'up rate s-th anflo oded~cer,:with"ratesof-up to '60":' / day
ha~g bee~'
achi!"ve di~
theexp~rimental isla~d
con struct ed by.scnae an d Par.tne rs in 19 85 (Go !! e t al , / 19 86)..· _
-"·..Spray";'!ce-!s f ormed bY.highp,ressure spt:ay1nQOf salt
wa t ;
t.l!roU~h
thaOOl~ -A'rct;~
.aiF.' Laten t heat:'i~'
.rapid~y
,tr.ansm,i.~ted ~o : the_' llii
.from"the ' travellin~"water
drOP let,s-1'cr,e'~~~ng
__icec~t;;li.s
beforethe'dro plets."r~aC:h .
the:qr~~d ~\
'.Th (,.
m~t~r~~l'
,--,...
' .consist~'n,cir
.', "de~ElndS '
on,th~
_~ir ~emper~
1;ure,\'~.ein i. tial,":rlOW::~atean d Pte~," "di.stanc e " t ra vel , .:
,a nd the..sali~ity·of the.wa~er ; LOnc e,on the grou ":d,'it' va rie s,from'~ "snow '" of ice cxystals, to a ~flu ffys1eet",.•
toasoft;slush. ~ . . .... , . ,
From observa t ions on'tes t and exPl oratory spray-ice
. .' , /
~zjlandB ,. o~timumc;:.on~itions_~for ,akin g.la ~e ~antities
of
sp ray- ice
.
in .ll sho rt"ti me'"span'ha ve. be en ascertained.'.'" '.
.Ge n.
e~~.l~Y
.•·the 1.ow.er .th.e.t~p~er~tu:~e"j
.th.8.high er..1 .
e .~~
content of -E:he spra y- i ce. Air te mp e r atures .shOUld, at
le~~t
...,J.5deg re es Cand·~refe~ablY ~20
to'~tl0 ~e;i
s.C•.The8P~~Y lO~;zle l s g'et a:t'an
, .
,ii,.nql.6 'o f be twe en 4; and 60estilll';'ted volWlledue to-·br i ne·drainage
:and
vind·d.is~ision(~, ,198~). ~
.R
_:In order,t o producethe very larqe.vOl.u:'esof spr!Y-,lc:e nece s s a ry f~rislande~~n.truction . usu.i~ytwo to'four -pumps ope"ra te,s iJDult.neo~SlY to co v er thear e a'o f the.ice pa~."
The Pumfls-...are hoo~ed upt~a'~oveable ,s ki d or st'ationary
.: .v-, I ,.. '
swivel ,~rrang~m.en~
f a
.Wh~,ch. a~'f i r e nOZZI.e.l s,conMcte~. T_~e set,u pis:
'siJiila r t o.that.~h~wnin,Fl <JUre 2. 1.2.",The.pumps typical,lYoperate at a capacl~.y'of be t we en 1.50Q:and18000..-'f l/m!n-,
~~.
800'to' 15~~ kPa~ depen(unq C?~.
the'tn,,'
'arid'~~e~~ :
Duri!:'-g the
'c:onstructi~n 'o~; .~e
:~IDS. -,(~~~c~ete ·Isl~~,
..,0;il l1ng'
- s)"stell ' o~ed ,by GI~baL·.·'Madne·)\ spra;~ice
the pumps:"'Were .
s~tion~
on'~~d
:an ,.,----.-~~ --'_.-. ~ ~ - '-~--.--~-_._--- - '~ -~._----"!
allowed for .gr eater lDobil1ty,and larger-
; de9ree"•.
t~. ~
" 'between 60'and'90.e t r e sand;'~dea:llY, no'vlnd.~
11.'1.3Free'zingand'Sint e r!:ng'Proce s sesof
Sp~aY-Ici'e ~
, Abetter'
u~derstandinq
ofspra"-ic~';~~n 'be
at t a i ned':,hy' "reviewinq -1 n
lIlo~e ~et~~l\a
few'aspects"Of'its: f6~a~i~n'"
inclu d ing th e tonatien'ef 'the ice granule.s'a~d their' sin~eri~g.
:In the re port by Zarling (1980) the heat and.mas s"
transfe,r/fro~
tt!:'Qw~ter
:'oPle'tsis'e~~mi~~ .,~~ de~c:r·ib~d.·
(J ahnse~/aI,1986 ).
tr
-;
.
Fiqure2.1 ~2 spray-IceFormation (Jahns at,aI,1986)
bea.cv, eee water hasn~tbeen conSide"red.Lnthis'
e~lanati~n,
i t"'W!!lbede'a~t'
wlt,hiater.- ~s'ecen as'the waterleavesthe'no~zlethe"j~t breaks' up in~,o dro~s .. ':he.~~..~tessure-and the ~n!ti.a.l vel.oc~ty of the jet are known and
. the
"i n i tia l water'temperatur~'is.. .
,\ .
. .
'),.. ~~~;';:~;~~ :~~:::~ = :: f ~
• 'i~
surface tension forces a larg~ sU,rface area versus volume ;,.~>
ra tio rej Ults .~catises ~ighheat transferratesanrthe ./~
superCoo~inq
of drops. Depending on the.loc a t i onoj
the:;:~
water, d~oPlets i~_the etream, the._air temp,e.rat~re,~nd ,::~
Character1istics of the trajectory th-e wa t er may nucleate before itlhits the ground .
Thelana l Ys is.of -t;he"" problem can be looked at -d.n three
,I' .' .- . '
ways; th~velocity
bt
thedrop~:1n'
the stream, th e'-h e a t an4 '.:.:~llI.a~~ tra~Sfer
of a si ngle drop 'i ncompa~i'B~nP': to,. ~e t'
eVAPoratiJn rate_sand
the h~at a~d
Jll1lSStrans'~'er
of as;stem ~;'k
ot
~rop;',
\ . · C . . . .i
,.>". ' . '. ' ,. , /;1,;
break~:nla::o~~ e~::::tz~on::i ~ sp::~·::t:_ ::::~::~J:aB ':: .
"','!."._:.'.',:-,'_.»..".".> '~ ,:l>;,.::':'
With'distabcefromthe'nozzl e
a~:~ the 'ver~ical
speed-Of,th e. ~,
d~OP , .decr~~ses, I.
to' ze~o a~ .{ i~ ... ' re~t:hes ,
the" to~ ot: '~e
tr a j ecto ry\the n increases again. It is important -In.th'is
~ro~lem
to'~ow .
the'.dr~p C1~am~ter th:roUg~OU~he
d,lst'apce' . This diameter is not..nece s s a r ily the grain si ze of thema t eri al'oJ-t he'
qr~und .
.: , ;\ ' , .
" .
The heat'and mass transfer of a -s ingl e drop can be
I . . . > •• • •
.) l oOked. at
] 1 0.
two ways. .~irst it can be aSS:UlDed tha:t. ,,~QmPlet~'~iiingoceuts.,wi~in,~edr op; and'th~~al'and~ass tr a;"s f e r occurs only at the dropsur f ace..,or no mixing' ca n' be
l'SS~ed ~nd
the equationreduces to a tran.sienthea~:'
flow'~ ' ' . \
.c lQ
-;.5a c ki ng e r 'e t,a1 (1978) inv~stigatedthe'e f f e c t of the the drop cross batenee across the volume -.
used to step through the water.trajectory detenaind ita Properties.
Th~~El; types oJ.,C:alcul~tionshave curves'for a syst.em ot water dr?Plets heights: The~urves are also used.to
temperature.
diameterfO~isqivfnflowrati~and ''':1
F~O!D this~~ype~t calculat~on'thetollowlng information has been"'adcertained:
-
'~ops' t~llitlS1
·tro.m'a'gr~at~r
'di s t a n c e~ool'~more. ,
',- AS.ci~opsize'~ecreaseS"the:~hermal'eqUlli~'con~ition -
bll1t~e~n d~o~s .
and'air isapproached.. It is possible,that .;<drops tailing tr om
' ditt~rent
'd i s t a n c e shav'~::'~e-
saiae/tinal". ,
-:Ifequilibriumis reached'be t wee n dropa~dhi r ; no turther cOdling,
~f.
thed~O;S
takesp\a~e.
.
'\- . ,
'.... - A~flowrat,toinc::r~a~es,cooling of drops decreases~ueto the increase of water in the air column.
Th~
flow'r,~~.i~
,-isdi~~Ct1y
a,func~i~n
ofwa~er d~f
~emperatu~e. water flow rate, air flow rate, chan~e'i n air
st~eam
enthalpy/ and humiditv ratio. .' P
lost by convectivehe~ttra$nsterand evap"c;a·tio:n•.
When:
the front~ide
,o f~e
waterdrop let re a che s -1.8~egr~e~c i~e
I
~crystalsb~9into form. -.s
Hos t water ~roplet:scontain a pa rt i cle of.. sedimen t ,. Whic'tl aids in-
c~Eltal n~cleation ,
and-on~y
al~~ited:·-j!Ullount .
of super cool~.ng is 'P?sslblll. Once't he sU~faee of the droplet !~ ice covered~h,et~a'h:ferof.he at byeva.~,~ration, is less.and flow through the sh~ll-Jncreases; ~' As-t:he droplet fr e e ze s, the:brine ccncerrtrrat.Lon
~~maihln~ .
liquidri s e s,a,';1!=1'.~1ie"freezin9-teuip~rature-de~x:ease~. • 'Sf thes\ze
o t"
.t he wa~er"d:a::oplet"!s' !.nc~~a_Bed'_.tpe:
quantity:'o f ,mat eri al to:freez·e.also-increases .~The'larger' the"wa t e r droplet the'ra~terit will,move,thisimprov~i'the. . loc a l-he~t:. transfer in proportion to the square of t:.!Ui"
radius. Also an Lneeeeee in't he nozzlepressure_d~~S not~ necessarily in.crease~,th:OW distance due't~.'increas~d turbulence•
Fr om actual observ;ations of spray-ice, th e mean diameter'of~,thep~rticlesvariesa~-f ol lows: 99_p~rcent"are between 1 and 101lUll, 30' pEn:-c ent _ie~s than 4 1lUll-a~.d0"',1 percen~~esstha n' lmm.
Exper.i,mentation shows'thatto ensure an ice content 83
p~rbent
thedrOPl~t.sho~ld
be less~an-~-in
\ 12
applications.(Gof f et a L, 19 8 7 ).-
As previously '~entioned , ice. has'.been 'us~
cons t ry£.t l on ma t e r ial inthe Arctic~tar many;ye ars . ..-s i nce 1970 the oil indu stry has beenu~ in9 flOoding,,sp r'i n k ling and. finally ~pray ice t.echnLqu ea forva rious cons'tr-uctfon":
The use ofice8San enqineerinq mate r i al is ilmited by
.
..
.-the extent of the "t emp e r at u r e.: in d OW".t h rougho u t the··yea~.
In the Arctic, construct!Qn o't a~ isl,and or brea klolata r cannot comme n ceun til thesummer brea.kuphasbeen'co:mp let,ed
'a nd telllperatures are cool enough for ice fonnation and
stabilization . . Thisusually :means Dec ember,in theBeaufort see, and both the cons t ruct H:1I1,and the,e~loratorY,dr i lli ng\
. .
II .1. 4tpray-Ice Construction History
13
_~ith ~8:F'Tmainirigb~in~ata salinity of,'200'ppt. ~pray
ice often contains entrappedair so that; the densityvaries
~etwee~
0.7toO.8~~/cm3.
- .Once the material h~s 'r ! ac h e d the qround, va rious- p:r:oce8~~80C?_~r. Thebrine in tbe droplets starts to;drain and the droplets ,s i nt e r. Si nt er i n g bonds.the ind i vidual ....grains together thus incr~asing the mat~rial st r e nqt h . Accordinq
t.0.::i~eier e~al
(1967) sintaring is\hepr~es's
.by which i.C8 arid sno w particles ,l?otid together at temperatures below the melt ing po i n t. The qrowthof the bonds is a.result sur fac edif~usion, volumedi ffusion and ev aporationcondensation.
partners, ,\ ' in
-
.
14 Ex xon.and
.
/.. ' .
(Masters on et aa , 1987).
In i916/ 77,'"Un19n oil and I!'~"rtners const~cted/a'
fl~oded ; grount;le.d.i c e islandIn-!a~clUt.2~.7m,etresof,~~:er i~., Harriso~Bay, A1aska. The islandwa s.s_UC~!1ti:;l;s :~llY.use"fo~, the drillingof artBxplorat~on:'BllJc o x'"et al,1986).
Sho:;ens thea~.lOWab1eexpl.oratton.:::" e.tor "> , ' , spra~-lce islan?s_~n com.paris~n .t o' tba:.~f conc~e:te.caisson
~ .
. ..
\ , .~".
.'islands. Gravel.and ecnc e et e i'Sland~, hcrwever, pave very big?cons t ru ct i o n..cos~staronet:r.~.~~Xp~~z.=~t~ry....W~.l.l.~·-a~d_... only maX'gi~~l succe~s,has;.been acl1~eve~ .i~".t:t::a~~~~i?9 ~.
"con c r et e
~t:~:tures ,y ) "" : loca~i~~s--!
':'._~ia·~a.~_~~-1~i~n~~~
obv!'ously. can"not 'be ;-r e l oc ated but -they) maYi :wi th additi onal
lIl~i~~en~nc~ c~~~s;
be.u~eci f~~/a s'eco~~s~a~'dn.
.
pa~~i:c.t~c:
9'11S 'Ltd.'has"bee nc:nst~~~~'~~ :~lo~_t~ng:.
iceisl~nds i~'the canadi~m.highArcttc
since.
19;3.'To.tl~te, 38,-' .
."-
~ . ', '....
.". " . .
~wells have be e n'drilled on'islands.const:.ructed i~.t}1is 'ma n ner
in . ";~ter depth~
of up;.to50o 'mktr~s. ~o~eV~r; J~ 'th~, : sou1;-~Elrn Arcti~,
the'~cs s~eet ,is no~
solid'(o;~ st_abl~)
y;ar.·.rotind.and it i,9 not possible to drill from...floa:tinqiS~ands
):
gro\lnded ice
Bay in 3.05~etresof ~er: The island was approximately 3'96"me t r e s. in
di~met.er.
.J , Threetechn~es ~ere
' us ed :" free'flOoding" SPrink~ingfromacen~pivot,an~spray ingf,rom a high volume nozzle. It was found that low density sp J;a y-
" - . I ' ' .
,i c:: e could vaetly improve the build-up rate, and' thus constructiont.imes for ice islands (prodanovlc, 1986).
·The.Tars'lut·and Alerkcais~onretain'edstructuresus~d
t~icke!,ed.lc~pads"for their relief wells . Also, further. 'pro t eeti o n against ice sheet for,ge8",was'pr ov i ded,by us~ng_
spr a r -,i c e to he'ightenth~ice.rubbl e nonndar o un d'th~.isiand
a~d .'to , en~a~e
the pad diameter'(He t h et,:1, 1983';"Kemp,~ ~ . .
In'198 3/8 4 StandaJ;'d
oil
and. Exxon constructed grounded.':~praY-iceislands in relatiVtt¥_sha llo w·wate~.~~dcontirme.d
the rapid build- up rates,of spr!"y-ice'lthat ~ad been anticlpate4. ExXon usedaspr~Y-ice,barrieraroundthe'CIDS"
< <"th<
driiling.un i t in 15 metres of wate·r located at Antares in the Beaufort Sea (Jahns et at , 1986). The sa me y,ear, Stan.dard~il and partner...s con~tructed a 10.6"metr~",dlalneter' sp~ay.-ice islandoff.
pru9hoe
Bayin'theAla~;~anSea. .This.<experimentai island was used,to evaluate the engineering '--:
propertie,sofspray-ice .
Amoco ....as·the first to use a l!p r a Y,:,i c e isl a nd for e~l.graition,drilling. Mars was,p pnstruc t ed in1985/86:at
cepe
Halket t! west; of·Prudhoe Bay in moderate water depth/15
..-';;,'. ' .,'"".,'
'.'
(Funeqardet'a l , 1987 )~
Since 1980,. Standard oil Lt'd. has been s'i ,;iyinq m"aki nq
use
of rubbleice.
Rubb l e le8' forms na.t u r a i lf"-6"l1:slopes'"o f artifici al isi.~ndS·an~shoals', St&.n'dar~ Oil'has de,siqned andtes~~.~rubble ~en,,!rating an~coll,cting dev ice s . An..ex ample of a full-scale fi e l d ~est is the
• I ' .
p~oposeduse of a
I
bargemou nte'd s tr;;ctur e as'thei~e-:~b~,e, 'gener ator andthep. us i ng spray-icetechnique s to'add to the' . I · . ' . " .!sland' s mas s (Pot ter,et ai,' 1984)~'
',..~ .·1U1ot~er i:"s~I -,,~f '~sp~a~-ice
'was~,~~~~~d
in.-1984~~5,
.:by.·Panarctic~oils Ltd.,'o n cape:,Ai:l bc:ltt 6-47. Cape A:U lsori c- .i/
~a~"",a
floating'i~e' d~'illinq ~l~ttorm ' co~~truC:;:d ..
otf~rst .'yeai:.'~.ea
-deeWh;Ch"W.~'~-_~hifk~~~~ wi~' spr'a~~i~~'~'_ -~~.:
Ori;:Ji~Il ~""'ic;::e',·thlckness;·was'.apprOXilllatelY'0.8iaetre~'. -a nd.the.. fin~l.total'thickne~s'wa s
6 .9;
m~tres, Cape'Al l iso n was10~at'ed
int~~ ' c~nadian. ~~tiC.
oUshore ofEllef~in9n ~S
" " ": in 260
"?"
of"?" ""
it,.co~ered an<;re~ o~. :
180 by 10 metres . The islandwas designed~o support'the
Pa~arctic
Rig.A .
whichwei9~s,
1.6thousandto~es (Ma~terson:
"et ,al.• 198 7).
e~e~,ience with spray-ice dU~i~9' the'c~nstructi~n,of
· .
"Buckingham~_0- 68 platform. and're l ie f platfor,m, offshore
·GrahamIsland:
Oriqi~~l1Y, ,~~t-~~-ic: ' wa~ ~o ' b~
usedso1~lY
for the~reliefplattonn, but due/toits successfulope~iion . and
~iqh
build-Up rates ,spraY~ice
was'u C i~
the la t e r~sta9~sof constructio n of the mainpl~tfonn. " , 16
17
Generally, eprey-fce is a fairly
.," ,i ' !'
...-.,
..
: ccntafne soft layers.c,?mpetent material. It;~is composed of fine, subrounded
,
More rec";ntly, in 1986/87, Esso and ~~r.tners conBtructe~a grounded spray-ice platf0'f!'l'.Anq a s " k.La3 near CapeD,!~o~sl~In the Beaufort Sea, forexploratorydrilling and experimental purpos.es (Weaver atal, ~988).
11.1 .5Physical and Mechanical Properties of spray-ice
• . . >
since its first use as a construction .materia;J.o spray- ice has been tested todete~ineits physical andme~hanical properties both In-situand in the laboratory._The improVed knowl~d9'eof the properties of spray..!ce.wi ll enhance.the
• I"
design.ofvario~Bstru~tureB'.
The properties of, spraY,,:,!ce vary' with temperature, IO,cation'of'the water·t~ble! salinity; 'a g e . 8tll! p~o~uction' .conditions. Depending en"its use, the strength, volume",
densi~Y
or'dryne~s;
of th'espray~ic~
may be important. The'borehole logs shown in Figure 2.1.3 ,s'h o w the ice
·s t r a t i g r a Ph y on two spray-ice construction~ites.
, " '. , , ~
spray-ice appears'in various forms, and it·is worth noting the layering and variabil~tyof'the material. From the profiles in Figures 2:.1.3 and 2.1.4, the increase in slush andth~ w~~er co~tentwith depthiseyident,;'_ spray~
ice above the waterline (a.w.1.) isdrained, cold'a"d quite EJ't:,rong, while spray-ice below,t~e waterline (b:w.1.)' is l;laturated, at
;~·a'
water temperature (-1.8de~rees
C)' and1••-
\ "
Fi gu ra 2.1.3 Figure 2.1.4
.
Typ(~al
Spray-IceCorti" Profiles . (Mastersonet aI, 1987 (left); .Jahnsat ef , 198 6.(r i gh t »18
Over time' the -be m e drains'fr om the
SOLIlI, '.... U.."IIt HOl.U
:t.O U
Y~:*E::::
<SI'IltOU "..
fLl,c.aPSUln 44
l.UlIatAIJl~lLS
IlORIIIa:
..
~II'llUDnun
I.c.u-Jn'LU!lICI:
• . .
• •
'.C.1JLU'H ICt.~,/""t1I/U.L~ II'S1'Ic:J!
.. .. ..
unttozen brine,'
~.gr~!,ulesof iceWhic~may' be bonded or partiallybonpe.~•.I t
tan~st,o'ci~nsolidate and become'moredense.withinc r e a s i ng C1vet:burden pressur,. Above the water table, spray-ice is d~positedLn.layers , !lea solid granular~aterialincludinq-
I Grain :site s for spray-~cevary.from 0.5 t~~./;
5.0:IIJl.
The qrainsizeat spray-ice depend s 1Ia 1l1l )l onthe type
, /,
of epray nozzl _ us ed and the"cl1.at"~c cond i tion s du;'i nq con stru c t i o n.
\
The spraY~lce is in it i a lly formed·at a tempera t u re of
"
.
about ~1. 8·degrees C. The ice then quickly cools in the- cold a~ctic.air. 1:n th e early life of the island tJ:le ice
.
- .
.' -te Dll?erature·is quite variab le , bu t as ti me pr ogre s s e s the
. , " . ' .
ice eurf~c~ c:ome s.close to air temperat ure and th e ice' t~mperaturegraduall'9\increaseswith depth untilthe wllte~'
/
19
,
'partiallybonded aaterial . Belov the
w~t8r table,.
the'~~raj
ice'
~in~~ln8
'II'··therm~yn~iC ~quil;~brlUIl Wl~'
the'salinepore.tl~id'(Goftet al.•1987 ). ( . .
The pr o pe rtfe llof' spray-ice at~highly dependent on ice"l'"
.t-' .
type and, there'fore, distan ce to,the water level. The s~linityof spray-ic ealsocha~e8 wi~depthandtillle~ The a.w.l . salinity' avera g es lowe r tha.n the b.w.l. salin i ty.'.' qve r ,time, the a.w.L salinity decreee e e:due
tci
bt:~ne. drainage and brine migration." Brine drainage and migration',ar e
'initia~ed d~e
to"the,force~t 9'ra~1ty,
,a ndtempe~atbr~ i
,
q~adient .
acting on th e dense r.b"rine'over the-surrou~nq
\.:sp r ay-.i c e.
~~~~. ~ffects. ca~Be .~ c~~res~o~ln9 'i~cr~a~~'
in'",the~.~.~. ~lll1n!ty of'" "iC~\._Onaver:a~e:th esa~i~ity.J.e ', o u nd"...7 .4_ppt. \~. w. ~.and 16'ppt: b.w.!. spray-ice \'
(Prodanovic, 1981(II)f. The salinity of" sea w~ter..is \ approximately3~ppt: .
,<
, , '
for b.w.i.
2.
, ', ,"
Sor;.dex tub,es, .ve rti c al and horizontal slope indicators..
s?rvl1ylillJ,equiP~ent. .:
leV~l
water telllperat~lre of 1,86) •
The density of spray-ice not
SpraY-i~~~
"By.'
cor'~ng through "h~~and~.the eXist~nc~'·~t. layering,~t'the.spray.;.ice-:·has be~n e~abiiBhed,.'s~me,· :'ot·. ' ." . ". . . ;r..•. "
these,layers are,solidic~. oy-dng'i c e.pr.od1:1cti~n:~p~a~iilq. 'isstopped,inte'riDitte'n~lYt~ all~wthe.lIlat~rial :~ s~liC!ity.. At times, when the alr:,tempe r a.t ur e is,r~l~ti~elY .h1g~',ice lenses,fom. 'A'de nsit y and brine"volum.&protll~f,r ? m~e EiSOResources Ltd.'A~erkgro\J.nded·spray-ice~padli sshown.i~
'Fi gu r e 2.1.5••
S~ve~al types ~ffield'a nd laboratory tests'have been
CO~ducted
'in'o r ; e r to.dete~ine . th.e
strenqih,..a~d deform~tio~
1,.., .. •
prope~iesofspr ay - i ce ." The,s t r e ngth~fspray-ice has been
,e~timat8!l fr'om.;n'~si~U·p~netr0f'eter:'t es t s; f~atj~Ck't,es.ts_·
andpress~relll.e,tertests. vertical and horizontal.settl~ent
~f the spray-ice structures
was
G~amini:.d through the~seof .'salinity. temperature and'distance to ~e ~tersurface,but is also a function'of .t he meteorological,..conditions during
:co~s~ruction'
.a nd of 'the Jroduction,EiquiP~ent.
Th.J.iporous material has a bulk'density on'~verage'Of"O. ?4',g/cin3 which islower'thansolid ice. Bulk densities varJ.between
\
Fi gure 2.1. 5 .
I~e
(Ke,mpIsland·, ~984)De nsity&salin i t y~otile
/ ; ' .
t:~ I ', D . · · . . .. , . . . . , b= . .
~. . ' I ·
I .
0100 .--
too. 100 1000._
•.... ..
• t:I.'I t
-appear~
th a t.ec~~nlcaI ·prope~·ti.es
of'spra Y- icear~'
-.
:funrl~i~~S ~f
""'t he. ,~artlcle'- bOndi{l ~ '
,loa d ing~ate, s'tr~$s
reve t ,"'temperatu~e: , salin~t;, den~itY, and o!Ii~ and \' 01d;- vcauaes, The shea r streng~h is'ge:ne rally C?.?nsidered to be abo ut.half of ' the uniaxial co£pre s si v e- strehgth :'" The' stre~~thof·spr ay ;"iceha;be e n measu redfr omt~iaxial tests
..rp~~f6~ed'~n
" iI: 'ice cores ina''h e l dt.:esting" _facility- ':" as wellaS froVns~u t.es~~. ·~~.essuremet"e~,and f~at~aC:.k.te sts , p
.
~ovid~
an .00t 1••t8 ot Yo ung ' .ModU1U~ . ~
• r spraY- i c.e, th"at~ }suse.tpl~n'predict.~ngthesettl~. .
'. ,Field. ,t:s st. s hav e the ~dvantage of,te sting in-
pia:e
mate:f'l a l: aeveve r-, the s e,te sts,ar e expens i ve and"s~j e~'t7to. .
th'~'
,t ime""con s t;i-a in tsimpos'~d
by.is,;an~. · ~r
.~a . i~ier
c~stru9tionanddril.~.ingtimes. aeceueeof this , the r '21
/
spray-leecanbe produc.edin~e'l abor a t ory'i~a manner
·simila r....to thelllethod used. inthe.field . A~oizleis uSed_.
, ~
. . . .
" '.to spray water.droplets in th~ air, :--here it'.fre8zes into'-,.
ree qranules. 'the n?zzle . ls fed ~ith compresseda~rand.
sal1newater•.E;ui pment usedtoma~e'art~ficialsnow.canbe adapted for use.I n'pr oduc i nqspr ay-ipe .
In the laboratotYI triax ia l tes t s areus ed to c1ete;;irie
, ' -l " " ,'
icep~perties., To simul~t,e.site~~nditions,drained'and undr~ined'testshave"been 'ca rri ed out atdi!!e~nt'6orifininq,
" . , ' ' "", , , ", ' ','.. "" .
~ressur~.s, ,~eJ!lpe7aturesan.d~train,ra~s: ~ese~es~s,.~r~
conducted,on,epr~y-ice'c~e sampies transPorted' to:'the
.' , ,', ' , '.' , ' ' ., i'."
v? .
laboratory, and on' .samples ma~e''''from reconstituted field spray-ice.'the stress-strain strength.characteristics,of the
',' '
spray-iceas det eninedin controlled'triaxialtests
can
be'.used 'toestim~~e,the'deformation modulus" and,a~ticipated, , settlement. However" it has been found that ft is dit'ficult to ~xtrapolate laboratory data·t·o lonq t e1"lll set.tlem~nt deter~inaJdon (Ma~, 1988); More recentiy~ the'·"cre.~p
behaviou~ f~r
spray:i·ie ',ha s:be~n ' dete~ined thr~\iq~
,cor.stitutive -~a"'-
·and'num~rical
,mode ll i nq(Man , 1988 )'.:. '~he~~ .
~analvses make use'of thE! +_imited: .f i e ld observatlo nst
example of,a's implified stress-strain,curve.
1 ;
22.
spray-ic;e island·is shown 'i n.Fi qu r e ~.1.6, The.str~in hardeningb'ehaviou~ ~tthematerial is'quJte evident.
--
Figure2,,1.6 . Simplified Stress-sttiI'r\.CUrve
(Weaver etaI, 1988)
T;ble2.1,...1~nd 2.1.2s.how'~c:'me~ypicalva:w:;~-t:~the eiastic modulus'and compression.strength of spray-ice from laboratory and tfel~d::,ta.
From th~ te,st datacOllec~edon spray-ice, it appeays .tha t laboratory e.xperimen~son tield~orlabora,tory spray- samples,give rea~oriable esti;aates of the field st~ength.and el~stic modulus yalutllil. The'
tend'to underestimate both the elastic the strength values, although't he y ar~'~ithin Itisdit"ficult 23
to ':'lo mp a r e the results without knowing all the..test cond i tionsand indiVidualspra,y-icepr9pertles.
,.
.
•• U. .
I.U 11.1lUI
,n
lUI
'n
lall
".
Il, . lUI
/"
.. U"(" Pol STD.nu.II'"
.ICE PROPERTIES.
COHFINl!O ·ItNCOHFlHED
O~
"""'"
'~¥rt7J~g:1 COMP~ U5 lYl!.g... .~
'MP,
m;:Dt
SP~E D 5_0 10170 0.5-10',0 MU'U 0-2.I-rciO
~....I-U"C CDHSDUDAUQ110101'0',OIOI$.D MUM
".
0'&1.._1)"1: 1.ICE~UBBLE U711_U"C
Table 2.1.1 Spray-IcepropertJes I (Mastersonlit a1, 1986)
Table2.i.2 Spra y-IceProperties II (Kemp, 1984)
z.
h .."n n l" e ,....~..10.1 ..
P .,
nOll..
Do..~ J'c~
....~~l. .'.l .... I,.. Al.1 J...n"ln.p ~. .la.l~~.~
::h:~' \
Allis~nC-47isl~nd,quality tes'ts.were performed to compare flooded'a~d'spray-iceprOpertie~. As shown in FigUre2.1.7"
the materials are ,~ot' significantly.''dift'e r e nt for the testin~techniques empl ctyed, but't h e rangeof values can be'
p\..ltJacr;.
n.n lIUIl
CON'INU,t,T VNCOIfPUIIDU t·U I·Va t_U l!·I/.
\ ~;.;25
\
Illlll!tIOlI:
~"'Clln'T' COIfI"INI DU t.~II1· lJa
-==::::=:===
i . ..
--V..
O,LOQDI!OIC!. S....taoICI
! ..
"IUIYAWI..
r--' ,----'!
o-r ."- {Jt--
\
Figure2.1. 7
Ic eQualityTe st s onspr a yand Flooded Ice (Mas~e~sonetall ~987 )
r
large.
";;
·:(i;-d,:?\~;~;::"'i;,,;,~\_"~'.' !-v".···."\I'i~,.",w~'"~"" p:.
-' ..
~ ;d:~"'. ~I.I,...;~~( '!f~"'l{"" y..j , ~'. . ': '. " " ' ''-', ' ,.:: . ... :.t:s~:I;!~11
11.1.6 DesignConsiderations using spray-Ice • ~..~
\ As
mentlon~
pr ev iously, sp r ay-icecanbeusedforlIeny ' .,...) construct ion purpos.e s Includln9 barriers, .tloatlnq island. ' :~\.
and gro un ded. islands. Inor d er toattain apers pecti va on .
s
.the.
~e,lqn conce~a
of structur esU8i~ . spray-~ce,~
..~~
I '!,
i/Mtuea pert i ne nt to II grounded sp ray-ice bland '0(111 be ":":;;
brieflyout l i ned. •
~
..j
Severa l gr ou nd ed ice islands havebeen ,const ruc t , but
< ~~
':'1 few hav e be en ac t ua l l y used fo r expl o ratory ddl 1n9. .<:.~
Reasons fa:r thi s 'a re: the newn ess of ~pfaY-ic. :?:~
l :' "
te chnology , it~..somew~.~~,.limi t ed",ap~l~.~~'i?~~,
, rd .
',.th,e, 'h.d~cIlne
inoil pric e •.'""ii• •
::th...~.~~:.i~ilitY 'stU",i~~ ~l
ca s e s are addre'ssed:'.the( practibai ity",o i~cotisthietin9-__~ ,. ').
,island
W~~in ~e
give'n timeconstr~i~_t8
andthe" ·~t~ulty ~~
,of
~n
ice i.land und e r latera l ioading . .Othe r 'i,;po" ' ;n",)~
issues arethe thermal"stabilit y (e spec ially duringsprilnq, ~ br e a kup ) , the,'
eettle.en~
of the Pad,the_:~
.tabtIlty"and '':,',:3:;'..the.~stotconstructingand operattnqthe·islanc:l. ..}
Const ruction can'not' c01lllllence"until th~ice sheet' "1_
stab le so that.upp·l1~sand equI pment.can bebrough.t in on
ic e"roads'. It1&also requi r ed toconstructtheisland.1na ::;1
" rest\-1ctec:t~,t1me
periodin order tocOlllpl-:t e~e ~~loratOry ;
,< :f
drilling
b~fo~e,
the.p rIng'b r ea kup. A typic al'c~n.tru;';i~n"
'J,:;!~,
~chedUleis"sh6 wnonFlqure2'.1.e. ~
ThI3:major torcesacting on the iceisland.a r e lateral
'"~:";~
loa~s: impos ed by the ice sh ee t and th eweight
ot.
t"h~26 .''.t
~'~·~~ci"';"~:c.'i:.;.j;;"",;.
v.,. ":.:,.:.:.,~, :',,i;;..;,~.:~,~,,~ .. ,~:i~:.,;;.d.;~'C; ;f':'-:::":~:";;:tJ,~{J
island in a landfast ice :z:~ne-are usual l y de scribe d by di,crete
ev~n~tacteriZ ~ed
bylarge~
sudden,i~e-field
motions. .
~
Fa ilur-' can occu r in several ways, 'due to th e interaction of the spray-Ice island and th ice sheet.
/. There may be"'initIal,crus hing 'ot" ~he'ic e sheet, local failure of th e"spray-ice at the'.e dge of the i~landl
27.
Construction Schedule (Gott'at a1,-19 8 6 )
t.he island. The Ice forces acting on 't he Fiqure 2.1.8
SPRi\ \ICE'ISLANO.SAl lOW CON,STRuc;'ro..N AND USE
FO~
, E.(.LORAT'C:>~ ORILLI"GIN ONE WINTERSEASON.
,
.
SEPT 0<C1jj'OYDEC
IJ"'''' ,!~
"'''''APlliLIotA'l'JUNE JULY'IC' FIlE!!ZI1 UP 8AI.... KUP
ENVIRONM ENT
- -
Sl" AAY ICE CdHSTAUC TlON UI!LTING
ISl.AND
-
DRIl.l.INGAND
-~
TRANSP ORTATlON le a ROA D •
o' OR...eO ES' 1
~
~
2·3 MONT HS.equipment
.~
.
)
\'
. "
II. l.7 Proble ms and Impr ov ement s':in sp;-aY-Ice"Stt"Ucture
,
" .
,•large se t t l e me n.t s,during. theli t e ti meo,t the pad, the8hO~
~constructionperiod,
the
p_artia,~me{":.inqot'theisia.n~a,:·'the w,at e r de pth lim,!ta tionsandthedev.lopm~nt,ot'cr ac ks in the, ', '
.
",!sla nd.
The problems'as s'oe lat e d ....ith the tormationotspray-ice
. ,
, "
.,28 ' .' ,
, ,," .
ari s e"dUri n'g'..spr.aY-ice, Pr obl e . s that
Design
gIObal_lIIov~;;t-:;~· . "." . v. , . - "
the-'island'due. ' . :."
,~e iSlandand..tl1!..8eabed~r'o ther Crit1~~::alid~g'Plan~~
thr ou gh the isla nd. In the des.lqn ot the island., itis b ;o rtant to
en~ure
.•th ~
the~atter', 9-10b~'i "·.ov~l:Ie~t 'cf :th.~
' isla~d.,
does not occur. There tore, thei~an~
isd;Siqn~d.'
wi th~nouter~a)itiCi;1e~ge20n,e, or in~~.raction ~.r~n~ .
which maybe pene tratedwitho~t,at te c t i nq the actualisland. It is ant ioipate d tha t
the
outer ~ringe wHl.:.taii if!.a, passi7'e~.edgetailure.w~iCh,willind uc e.a ~er"!di~~mome,n~.in the natural ic e sheet. Thi s will o~use t!:ie'ice shee~_to - brea~.int~_rubble and thus ~ower th~ l , era l l~a~ on'the.isla~~as tl,1e'fleXural st rerwth'ot ,the ice.sheet is muc h.
less.than'i ts crushing strength;· 'The'ditte~e~t~mod~s o·t. tailu;e
or
tite'ic~ . pad"-are ~hoWn
·i nFi~r~ 2 ':1.9: ' . ,
-.;.-