Publisher’s version / Version de l'éditeur:
Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à PublicationsArchive-ArchivesPublications@nrc-cnrc.gc.ca.
Questions? Contact the NRC Publications Archive team at
PublicationsArchive-ArchivesPublications@nrc-cnrc.gc.ca. If you wish to email the authors directly, please see the first page of the publication for their contact information.
https://publications-cnrc.canada.ca/fra/droits
L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB.
Report (National Research Council of Canada. Division of Building Research), 1954-11-01
READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE.
https://nrc-publications.canada.ca/eng/copyright
NRC Publications Archive Record / Notice des Archives des publications du CNRC : https://nrc-publications.canada.ca/eng/view/object/?id=a62f4554-0fc0-4f5b-a73f-da48db255aa3 https://publications-cnrc.canada.ca/fra/voir/objet/?id=a62f4554-0fc0-4f5b-a73f-da48db255aa3
NRC Publications Archive
Archives des publications du CNRC
For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous.
https://doi.org/10.4224/20338228
Access and use of this website and the material on it are subject to the Terms and Conditions set forth at Program for Frost Action Studies
PREFACE
The s t u d y o f f r o s t a c t i o n i n s o i l s h a s l o n g b e e n o f i n t e r e s t t o t h e D i v i s i o n o f E u i l d i n g 2 e s e a r c h , A f t e r c o n s i d e r a b l e s t u d y and f o l l o w i n g c o n s u l t a t i o n w i t h t h e P r o j e c t C o m ~ i t t s e o n F r o s t A c t i o n i n S o i l s o f t h e High- way R e s e a r c h Board (U,S.) i t h a s b e e n d e c i d e d t o embark upon a l o n g - t e r m r e s e a r c h s t u d y o f some o f t h e fundament-
a l s o f f r o s t a c t i o n ,
T h i s r e p o r t by M r , E, Penner, a member o f t h e S o i l Mechanics S e c t i o n o f E.B,R,, who h a s h i s M a s t e r q s d e g r e s
i n s o i l s c i e n c e f r o m t h e U n i v e r s i t y of Saskatchewan, h a s b s e n p r e p a r e d t o o u t l i n e t h e a p p r o a c h t h a t i s b e i n g
p l a n n e d ,
It i s c i r c u l a t e d f o r t h e i n f o r m a t i o n o f o t h e r s
i n t e r e s t e d i n t h i s f i e l d and i n t h e hope t h a t t h e D i v i s i o n a a y be f a v o u r e d w i t h c r i t i c a l comqents upon i t , Com~nents
s u g g e s t i o n s w i l l b e most welcome and t h e y may b e s e n t t o t h e u n d e r s i g n e d o r d i r e c t l y t o Mr, P e n n e r ,
Ottawa
Movenber 1 9 5 4
R o b e r t F, L e g g e t , C i r e c t o r
Some s o i l s ~,!hen ~ u b j e c t e d t,o n a t 1 , : ~ a l l y azci~r'i-inp s17FJzero
tem~erntr~res,
d i s p l a y cert;;..i.n c h a r a c t e r . f c . - t i c st~.!~des i r a b l e from
an.
e n p ' i z l e e r i ~ r ; t a ~ 6 p o l . n t ,. ' U n j - f orr? andd i f f er:rr,? al heaving clue t:o !Lee s e g r e y a . t i o z ?
2nd
lost o f s t r e n p t h lipon t ? ! a ~ $ ~ j . ~ i ~ ? ~ T E j?e;r:?a;7~ themast
n--lf,ab?,e, T h i sbehavi0u.r oft
en
resi.~!..%.s in the d e t e r i . o r : ? t i o nof
ros.!.3..~ 3rd* b
a i r l m r t C u r i
czces,
d e s t r ~ ~ c t i v - e a c t i o n o : ~ r a . ~ l r o a d p r a d s s , and I.L,,J .,, ef f c ; c : t ~ 1lpon.' b ~ : i l d i n sf o u n d z t i . ~ n ~
-:., ili h e t t e ~ undci.:~tarlciingof 1;he f ur~d a ~ e n t a l pbonoaena Invo_!.-c~e:::d s h o ? l l d a~ F i s t
in
t11.af o~r::?.lat;lqn of m::re n d ~ z q n a t e f r o s t . ad::T..1:2ri r:-r:lterJa
One
l o g l c a i p r o c e s s o f r e s e a r c h r.e:jc~j-;.~.: a 5,tudyo f s v a i l a b l e resea-rc;? repoi-t c 3 r d t h e f o r m ~ ~ ; ~ l a . r i o n ~f a.
s y s t e ~ 1 a t : i c arl ,lrosch f o r ar: e x p e r i m c n t . a l p h a s e , There
are
a t 1 pa" I - _ .1 ..
t
t:,ro exce.i.Lent lir,er:.iture rc=zviet)rs (1, 2 \ devc-cedc n t irc:Ly t o f r o s t . zctio:? i r i soil? ard assoc.zat.:.ucl i;:l;enornena., Bt:cn7~? e o f t h i . : i t ; l..;as tjiought ti la^ no tcont ri?.u"l:-i:-i31-~ cc~u1!3 52 m . d e by adding get ai~otller., I ~ ~ ~ ~ e r e p o s s i b l e ?.he o r i ~ i q a l pa7e:rs
have
been 5 t n d i e d , 'The b i b l i o g r a p h y csrnpi:: ed by J o h r ~ s o n ar;dL9:rq:31
( 3
),
t o ~ c t h e y 1,::t;h .cjle: l i . k e p a t . ~ i r ~ r e ? le.!.js, !:a:i.t% .se.yyed 3.2ex.zsi.len.t gu.ide.3,
m. r e c o r d e d i l t e r a t i l r e on f r o s t . acts-on and a l l i e d
phencmena u n d e r f i e l r ! c o n d f . t i o n s is
volu-mir,c,us
, T1.lereare
b y cornparisor, r e l a t i v z i y f e w s c i e n t i f i c p a p e r s s c r ~ t h e k.heorc=.?lca:la . s p ? @ t . ~ .~:hf,cl~. a r c ~ l z p n o r t 2 d 7 : r i t : l . l ' l a b o ~ a . t o l ; y ev f d c ~ ~ z e , 1:- A': .. 3
belierrcd that
the
lnt.ey;~ret n t i o n and. a p p l l . c , ~ ~ t?.?r
c:P f:-o:<z.a c t i m
d a t ato
b e s t s d v a n t a g e , b e p n d a g ~ o d d e a i . 0-1 t h et~i-~der:yta:~dirzp of the s o i l - w a t e r sssteni
5s
t.erns of I t s11;1ys ~ o c h e n l i c n 1 p r o p e r t i e s , Thi.7 r e p o r r . 9 s e!nze~-r~~c! v i t k 9.r r ~ u t i i n e 0%' a ~ r c p c s e d f TCI,=L a c t i o r : s'iildy, Tli? d . e
~~~~~~~~~~~on
cf
t'n_o;;~ pyope.~tie.c;,, .i.~hlcI.i v i l i ,cley:;e as rz ba.,? :sfcr
defi._1ing the 5ojl.l s y ~ t c a i s c o n s i d e r c ~ d ax esscnti.a.1 ~ n ~ f , of t 1.- , _ & ., 5.t;7.5ye
Tne
corn?lzte simu.l.a.tion off
f e l dco!i?.i.t
ririr~:? 9n. t h cInb.~rat+or;.r i s not e a s i l y nc.,hievecl, D e s p i t e z h i s ., .t 5c:
b.JL J,,. :.[I G:rfd 5.211,ce
t~n:ri.:rnnmental,
conrlitions
m ! x t b c ea?ef.l;lly r r , - T , : : 2 1t'7.e e v e n t u a l a p p l i c a t i o n w i l i b e -
in.
t h . e f r,elLT!15
f ~ r c e z i n gcf s 3 i l c?ecimens ir, the 1aborato.r.y 7riE.S t l i t " '.“':' 0hi3.~: of t:h.2
-
-i ~ p n r o c r c h -,f' r2371'3- e a r l i e r : ' ~ r ~ v e s t i . g a t l o l ? ~ ~ , i n ]?:i.r-tl.~u?~a,r ir,
"11.. -<!.ark of 2,. T a b e r , G , B;ssLIG.~J, Casag~c-l.lztl:s and r1ore
~2zt..r!-:1y t h e F r o ?
t
Fdf f e c t s L a b o r a t o r i e s , New En!-~ln;=dj ~ i ; e , z : i . r ! g ~ r ~ T:-le e>:act. r:c. t.k;o:-i I3.r
Trq 7:..;1 :- p7~,!.~;!.; y on tj:!e i n f ' : : . r ~ z t , j ,-)c l - ~ q - i ~ ? re3 , Bgt'_-; "cj:
cl--:-: I r i c r ; 1
or
~l:i-er-l? j.r:~aj_ ~ t : l : j i e c 3 ;:17p;?:?ri.?~,r :f:~'-."- 4 . ) (.c:.c.t:i T f i ~ l ~ s c e ; c t i ' b i l i t y 1.s of ~ r c a t ; : n y , o r t s n c ~ , T!,-.8.1;;: :--,ec;j tl.l!?ee - 2
y
0 1 I . . c t i , Ir:. , : , t ~ . i ~ . r . t - i ,t
I?t>:f ror;t a e t i * 2 n phciloi~enon has been recopnized ny. a,.* i n v e s - ; : ' h g a t o r as a. v e r y c o m p l . i z a t d :iroces;.. Con;?lic~ritions a r i s e f TOR
sc3h
f a c t . o r s as t h e h e t e r o p e n e i t y of the s r ~ i l ma.s:Tq t h e r e l e a s e cf
l a t . e n t h . e a t of fusicrs a t the f r o s x l l . n e , the c i i f f e r e n z e Ir,
h e a t c o n d u c t i v i t y of f r o z e n and u n f ~ o z e r , s o i . l , t o r!ientl?;-i
b u t
a few,
Usually,
f o r l a b o r a t o r y c t x d l e s , a n a r b i t r a r y set ofc o ! ~ ? i t i o n s i s imposed on c o i l s g e c i m e r , ~ w i t h regard t o t h e r a t ? of 7 ) e n e t r a t i o n of t h e f r o s t
line,
t h e d e p t hof
water t a b l e , t?le s i z e of sample, t h e tempe;-ature p r a d i e n t ere,Ir:
nany i n s t a n c e s the assu.mnt i o n s r a d e a d t h e ov'ersfmplif l e d
crlnclitions imposed a:r8e
necessasy
i f any u s e f u l r e ~ e a r c l ? 2c t oh e c a r r i e d w t , U n f o r t u n a t e l y , t h i ? may rcsu1.t: i n some
i x p o r t a n t a s p e c t s of.' t h e f r o s t acts011 phenornenn b e i n ? c v e ~ l o o k e d o r I ~ n o r e d ,
!,:'ate~ e x p a d s a ? . r , r o x i ~ ; 2 t c l y
9
7 r . Y re%'; !::!7f'n it._~;;~:.<:zes, ~.yh:i c:l.i i~ ;lrl ~ ~ n ~ l ~ u a l p r r ? p e r t y f cr a bicjuici. ., 1Gthnv.gh
e a r l y j , h r ~ ~ ~ t , l p z t i ~ q ~ z . t t " i b i . ? t . ~ ; ~ I t l . . ~ h e a v ' i r , . ~
cf
~ l ; l ' i ? k.2 c h i 5 ,! l y ~ - : r - - t ! r 3: r r a ~ , e y , tk;e 1::9,ral: of E;eslro.r!r (b) and Tabor ( 3 8 has ;l.lo!.rr, t.l!nt, e x c e s ~ j v . ~ hea.ve lit d u e t13 i c e c r g - ~ t ~ a ; p.ro;.rtkJ. and
i:.^lnseql~.ent lei25 f ormaeicn,
I n a s a l t - f r e e so2.l-t,:ater s y s t e r ~ t h c f r e e z i n g c -
point deprecsj.oli i s due t o t h e adeorpt,ivc fc1r:;ss c Y : . t l 2 water, As m o r e
water
i s added t h e f 3 . l m s become th.l.zke;n tki~in d e c ~ e a s i n g t h e adsorptive f o r c e by \,1]:1Sch che i:ut.er.rntx:+ "1 aye.7 of r5.rates. Is h e l d , For any p o l l , t h e r e 1:;: a. ccr~.ti.nilc;us r e 1 a t i o ; l s h l p be-tween t h e f o r c e v i t h l ~ ? h i c h fate^ 1:: held and m s i ~ . t ' ~ . , r ecantcnt.
It ca!;.):hen
h e seen t h a t f o r a n y c;-i;_e s o ~ i .+,?re f ~ e e z f n . ~ p o i n t d e p r e ~ s l c n i s c.l.co a f!.inc?- i ~ r . of t.rar,e,r
conten.?.
On t h e b a s i s of t h e phase diagram of
water
byTarmon tin6
Br
i d reman, t h e t~rorli of 7Jint.erlcor.r~ ( 6 ) appear; I.;) s u p p o r t t h e t h e o r y of t h e meshariicm of moict'u;i'e movememt riea.+.. '
,. fie f ~ o s t l e n s p o s t u l a t e d by Tabcr and Be:krow, :!Ellil.s
the
:lzyer,c: of ~ , . ? a t e r i . ~ - m e d i a - t e l y adjacent to t h e ~ ' o i : ! p . c i r . t i c i e ?Liei ~ m o b ~ . l i z e c l c o n p i e t e l y , t h e r e carL exizi; s:lbseci.ueri!: Layers
(wi
t n
n ~edlzced. f r e e z l n g p o i n t ) which nay ac+- 3.5 c o r : 6 ~ z t i r i ge h a n . r ~ e l c . , These l a g e r s yemain a.s I f quid .r.~e'r.e:r, however urld e y
t h e i n f l . u e n c e of eke sc,",?. p a r t l.eie, Si~.i;c; ;-ks amoa.riP of :;+;A t e y held. a t any ~ i . v e r , eneyFy l e v e l v a r i e s iiiver.:?~! ...y 7j~it.h :.hi2
p a r t i c l e s i z e , 11eavi.e~ t e x t u r e d s o i l ~ h o ~ l . d have a g r e a t e r a b i l i t y t o t r a n s f e r water by t h i ~ -niechanisri t h a n l i g h t t e x t u r ~ d c o i l c . This aypears t o be t h e b a s i s of t h e c r i t e r i a s e t f o r t h by Casa.p~a.ncie
( 7 ) "
Eenkelrnan and Olmstead
(8)
placed emphasic on t h e n a t u r a l l y occurl-inq f l u e T u a t i o n s of t h e P:rost l i n e , The v a l i d i t y of t h e cupy;lorting evidence produced by t.hese krorkers uric? e r l a b o r a t o r y concl it i o n s i s s t e l l . questioned. and t . h e i r ~ o n c l ~ ~ s l o n s a r e not general]-y accepted,Provided an i.ce l e n s i s i . n i t i a % e d , its
ate
of g r o ~ ~ ~ t h i s believed t o ciepend l a r p e l y onthe
a ' b i ' l i t yoT'
thes o i l t o tra.nsrnit ?fa.-ter t o t h e f r e e z i n g zon.e, In n a t u r e the d l ~ i v i n g f o ~ c e
csn
b e a t t r i b l ~ t e d t o (a! a te~.iperzt.ura gra.dient and (b) a. s o i l r n t ) i . ~ t u r e s u c t i o n grad.$ent ii.iduced by t h e liquid. t o so.;~id phase change, HGV m1.1ch each c o n t r i b u . t e s t.othe
t o t a l r n o i s t ~ l r e flo-r,r depends on t h e e n v i r o ~ n e n t conc1.f t i o n r , In t h e l a b o r z t o r y i t i s dependent on t h e a r b i t r a r y eondiTions chosenby t h e i n v e s t i g a t o r , This apjjears t o j u s t m i r y the independent s t ~ x d y of f l o w ra.tes d11e t o each o f these conclitions and hot?
f
tf
s mod i f l ed ?.hen So t.h a r e a c t i n g s i r m l t aneous '-yp4,
-.--
-S o l 1 --F r o p e r t i e s and I d e n t i f l c a t i c n P-
----
-"-
.--- --"---=( a ) The c l a y f r a c t i o n , Lconle c h a ~ a c t e r i s t l c p ~ o p e r t i e s a d
i n f l u e n c e on oil behaviour,
The sand and silt f r a c t i o n s i n s o i l serve larpe2.y as a ~ k e l c t o n l r a t e r f a l s i n c e t h e y posses? a rathen. l o h r s p e c i f l e
s u r f a c e , . In c o n t r a s t , t h e c l a y f r a c t i o n possesses a h i g h
s p e c i f i c ~ u r f ~ . c e vhich acccunts f o r t h e hlvh moisture c o n t e n t of c l a y s o i l cornpared t o l i g h t e r s o i l s a t s2.a:i.la.r surrt;iorL
l e v e l s . T h i s g r e a t l y i n f l u e n c e s t.ke physicoher?f,oai. p r o p e r t i e s of t h e soil system: The c l a y f r a c t i o n -- i f O , , C 0 2
mn..
istaken a s t h e u u p e r l i m i t
-
1 j . e ~ almost co?;.~:let.ely w i t h l r i t h e c o l l o i d a l range ( 0 , 0 0 1mr?),,
Many attempts t o develop conceptsol' t h e behaviour
ef
s o i l s i n t,he p a s t were based on theas~urilpt.ion of s p h e ~ i c a l p a r t i c l e s , It i s
now
.cl-ell, known t h a t . w i t h i n t h e c l a y range t h e p a r t 1 c l e s a r e ~ o s t ; l y no11- s p h e ~ j c a l , T h f ~ l i n l t s t h e u.sefu1ness of rnecl.ialij.ca1 arzalgsesy i t i s , hovever, an impcrtant an2 easf l y obt.ained fu.nct.lonf
u?rc h a r a c t e r i z i n g s o i l s , Assur3fn~ s p h e r i c a l particles, t h e ca.lcula.ted s u r f a c e a r e a o f c l a y s cornpa~~ed t o sa.md and s i l t s
a r e l a r g e , Real s u r f a c e a r e a s a.re s t i l l p r e a t e r 4 . f a2r;ua-l.
shapes a r e t ~ k e n i n t o account (91, The s h a p e , i n a d d j t , i o c t o a f f e c t i n g s p e c i f i c s u r f a c e s , a l s o infl.uences t h e mechan? ca.2. p ~ o p e r t - i e s of t h e s o i l ,
The Importance of i d e n t i f y i n g t h e c l a y mineral cor,lposltion of t h e s o i l ~ y s t e r n s stucl i e d
f
s unquestioned, Complex mlxtures of c l a y m i n e r a l s a r e of t e n eneount~~;.:reri, 2:.s o i l ;
i n a d d . i t i o n , c o n s i d e r a b l e v a r i a t i o n 'in t h e p r o p e r t i e s c~f a p a r t i c u l a r c l a y m i n e r a l o r i . g i n a t i n ~ f r G n d i f f e ~ e n t ~ o c a l j t i e c , c a n o c c u r , Bccause of t h i s , f u . r t ? ~ e r methods o f c h a r ~ c t e r i z i n g c l a y s , s u c h a s measurement of i n t e r i a y ~ ; : s w e l l l n ~ ~ , s u r f a c e a y e a s , base exchantye c a p a c i t y anc1 baseexchange i o n s a r e n e c e s s a r y ,
R e c o r n i z i n g t h e importa.nce o f t h e c l a y f r a . c t i ~ n i n t h e s o i l s y s t e m and that t h e l a - r g e a s s o c i a t e d s u r f a c e is a c h a r a c t e r i s t i c p r c j p e ~ t y , r e s e a r c h ' workers have d e v e l o p e d
methqds t o deterrr?ne a n i n d e x of s u r f e c e a r e a , The expanding
lattice clays poFsess a n i n t e r n a l as w e l l a? an e x t e r n a l s u r f a c e . I n ~ o n t , m o r . i l l o n i t e cl-ays, t.he i n t e r n a l su':r;face i s a p p r o x i m a t e l y 20 t i r e s a? great; a s t h e e x t e r n a l .
surf
ace' d~:;eniling s~newhat. onthe
n a t ~ l r e o f tihe aclse~bed ii,c;n, Uyal,axid Her,li.ric:b:s (10) have developed a method -using e t h y l e n e
g l y c o l t o deterriyine i n t e r l a y e r s w e l l i n p . They h a v e shown
t h a t . i n ~ p e c i m e n s of c l a y h e a t e d f o r 2:) h o u r s aat 600°C,, ' i n ~ e r i a y e y ::welline i~ i n h i b i t e d . The d . i f f eren.ce An gl-yco' r e t e n t . i o n between h e a t e d and. u n h e a t e d e a n p l e 3 3eTv.e a s a b a s l s
f o r apprcximatiing t h e e x t e n t t o which t h e ,csla.y h a s
rrLorlil.onoid i n t e r i a y e r s ~ ~ r e l l . f n g , G r i m ( L L ) ar1.d Dflcker- (1.2) p r e d i c t e d t h a f of t.he c l a y m i n e r a l s m o n i r - 2 ~ i l l o r s f t s shcu.?_d b e t.he l e a s t ? u s c e ? - b i b l e t o f ~ o s t heaving. Prel2miriary t e s t . s
by t h e F r c s t E f f e c t s L a b o r a t o r y , C ~ r p s of Engineers, U - S , Brny
(1..3) have? i n p a r t ? v e r i f i e d t h i s predxccicn,
O r c h i s ton (14) has r e c e n t l y i n v e s t i g a t e d . -?lie u s e f u l n e s s of vat;er v a p o u r a d s o r p t . i o n d a r a f o ~ spe:::.:fir,
surf a.se d e t e r ~ r i n a t i o n s . The ad s o r p t f on d a t a oSt,silied
from
t h e vacuum d e s i c c a t o ~ nethod was used a s a b a s i s f o ? zompar'<ng A
-;,he b a s f c a l i y d i f f e r e n t t h e o ~ l e s of Brunauer.
(153
Haykens and'Jura
(16')
and B r a d l e y(171,
The
a d s o r y ? t i o n fsot!-lerrr,s fcr all t h e s o i l s t e s t e d were ~h07-n t o be s i g r r ~ o i d a i o r S shaped, $ 0 .(v.b.icrL t h ~ t h e o ~ i e s exanlined a p p l y ,A t h o r o u g h r=tudy
(18)
o f w a t e r a c ? s o r p t i o n isot.hern:s?as prcfven usefl.;l I n e l . u c i d a t i n g t h e a d s o ~ p t l o r ~ mecha;lri.;m,
M.;orptlor?. d a t a f o r a s e r i e ~ o f hornionj c m o n t m o r i l l o n i t e an? k ~ ; o i i n j . . i e s were d e t e r ? - i n & w i t h a somev~hat. d i f f
a p p a r a t u s . The rnapnitude of rhe e f f e c t of' v a ~ l . 0 1 1 ~ e.xch.ange-
a b l e c a t i o n s on adsory,t.fon i s o t h e r m s ;.was demon3r:~ated,
The
a p p l i c a t i o n o f t h e E-E--T t.heory t o t l i e d a t a , 11.n t h e
e z s
of k a c l f n j t e , t h e a u . t h o r s concluded, appeared j u s t i f i e d on t h e~ r o u r , ? s t h z t t h e a d s o r p t i o n d a z a sh.owed che usua:),
c l ; a r a c t , e r i s t . i c s of' p h y s i c a l . a d s o r p t i o n , The a u c h o ~ s f u r r h e r
concl.~zded
that
o n l y I n t h e case ofLi
k a o l i n i t e were t r u e s u r f a c e a r e a s measured. A c o n p a r i s o n o f t h e Li r n o l e c ~ l e s i z eand s p a c e s occupied i n %he c l a y 1 a t t i c . e s t r u c t u r e . i u s t i f ies shis t o scme e x t e n t , d s ~ u m i n g t h i s t o 'be t r u e , t h e rlwrnker
o f w a t e r molecu.les a s s o c i a t e d w i t h each c a t i o n of the oChs.::: I ~ o m i ~ n i c k a o l l n i t e s zc'uld t h e n be c a l c u l a t e d , ! J h . e r ~ a e
a d s o : r p t i ~ n and d e c - o r p t i on i e r e p e r f c c t l y rev-c.r.;'ib;.c "91'
I:zolii?j.tc, t:?cye i.ra:: co,?. ir3erablc kys tcresis 111 t h e case of
? y r ! n t n o r i I l o n i t e . k,i(!lng f u r t h e r t o the (?
ff
f'Xculty, a d r ; o r p t i o n i ~ i l . . : r e ~ krere ;:ot r e ; ~ r ~ d ~ l c i S l e , T~I?..F v a s a t t r i ' ! ? u t t ~ dt?
s l i ~ h t v:j.i.iations ofn?l.oict,u?%e
c ~ n t c n t a t t!:e bep.i~zn!ni- of t ' h e5 e t e r ~ i t l a t 5 ,-n. ;?cccr:? ?.ri,%ly ( I e s c r p t i o n d a t z ,were 1.1s.d f'm
c:l:lci~latiq,c d - E - T f u . n c t i o n s , s i n c e 'c'l-~ese w e r e both ~ ; a p r ' , i d ~ ! ~ c i S l e 2170 \:-ere believe:: t o r ~ ~ r e s e n t - t r12.~
cc;li.l.librlur-!
v a l u e svn:!*e c l o z c l y , Arain, as i n tkc c;?.l;c cf I.cao.Linit,c, l a r g e d7'ffere;:ces i:i a ( - l . ~ o r p t i o n ic-otlnernc ~ C C ~ I T T ~ ~ w i t h c"lif:Fereiit
cat 2 c;ns, T h e cf f :::ct of e:.rc:?a!~peable cat i i ~ n ~ Qn. t h e a d cn:rpti on
~ c o t h e r n ; has been p - e v i n u s l y sho~.m, :?hi? a c l ( l i t i o n a l e a l d e n c e .eras :;o~%?ever o h t a m e d 5y Q ~ ; 3 ~ e ~ . l - ~ a . t d i f f e i ~ e n t a j ? i - , - ~ r ~ x ~ c ? ~ .
? J O P G ~ L Z ~ ~ V . i r , t.3.e fi.el.cl, exchange ion?
are
oZ a ao.mmplexna t??r-e
.
' - 1 ; . 3 - S . - T~
u
a c e~
a r e a ,f
d eterxirled by 1,-:it.ervc-::.qur a d s g r p t i o : . l , tiithollgh r o t a n a b s o l u t e p.;easl:lr~! of' s?.:rface
aPe;lr s t l . l i rer;ciin.c: a well d.efinec? charac.~:elrj;..;t~.c v a i l ~ e f c ; ~ a
i;.?wc~n
s o i l uncle7 r ~ a t ! r a l c o n d i t i o n s ,.( b ) S o i l i d e n t . i . 7 l e a t i o n ,
Th.e A t t e r b o r g l . i n : i t s a i ~ d prain s f ze d i ~ t r i k u t i o n a:re e n g l l ~ e e r i i ~ g a i d s f o r s o i l - i d e n t i f i c a t i o n , Tlie CITY d e l ~ s l t y 1;; linn!,,.m t ! ~ a f : f e c t f r o s t a c t i o n s o t h a t n.ormally 2 i f ' f e ~ e n t s o i l
p
;.., , * ,.:?..,- ;,;zF ? r i l l '72 c o ~ ? i ? a r e d a t c o q c t a n t densities , These
c ! ~ 3 % ~ ~ ; i ; i a . t 4 . ~ 1 1 ? - r i l l . be based on tile a-!~!;rc?vci:! methods ( 1 9 ) l l ~ t ? i J
by t h e S o z l I < e c h a n j . c ~ L a b o r a t 3 r y or" t h e Vi-i.i,r i o n of l3::i.li:i
i!.le:
~ c s e a r z h . : '.'?-1ile tl:le abovc i d e n t i f i c - a . t i q n t.e:?t c. f o r theelas.eif"icar,lon of oil a:713ea'7- l i r i t e c i 111 scope t h e y e shoulid be
s~.~f-fic!.ont To- nalr:?lal scSPF; o t h e r s t r i l l be ailded a s they
a-g:.~ear n e c e s s a r y ,.
The u l t i r n a t e aiin of t,he f r o s t a c t f ~ n s ~ ~ u d i e s I-il.1 be
t i 3 xa!..:e ?osci"?,s t h e ~ ~ e d f c t k o n of t h e f r o s t s u s c e p t i b i l i t y cf
a sol1 froi-.. 5.t.s c h a r a l c t c ~ r i s t i c ~ror;eri;.iie:;
-
I t a 7 p e a . r ~ d e s i r a b l eth.cr ef orc t 3 e ~ r a l - l a t e t h e s e r l r o p e r t i e s 01' t h e s(>:l s y s t e ~ ~ s t o
b e ~ l ~ e c : ! , b;; X 5 e i n v e s t i g a t i o r l of t h e
more
f ~ ~ . n i i : . ; ~ e i ~ t a l a s p e c t r ~ ff r o ~ : t actlc;n: That 3 sing.Le ? o i l a r n p e r t g i? n o t sil-r.rrlcient
??as a l r e a d y bccn shoi.~n b y t h e : ? s e of t h e Ca:np!-.a~-de c . ~ i ? . e s 2 a
'based on p a r t i c l e s i z e an;! p a ~ t d c l e d l s ~ r i b i ~ t l o ~ l , , lilanjr t G t ~ o l s ' ' a r e n014r available;., a l t h o u p k t h e i r i ~ s e f i ~ l n e s s dc?):i.~cls on t h e
ern7;loyrnent of r i , s i d l > ? - cont;rol.led 1nbora.tos'y t ~ c h n j . q u e ; ; 3 f d i f f e r e i ~ t s o i l s a r e t o be c o ~ p a r e d t r i t h ~t.nso1lab1.e s u c c e s s i,
5<
S o i l 1;'at.e~ ?otc::tials"---- <.-.-,.-.-. .--- --..--.-
-
-.-.-Th.e i , i t r o c i u c t i o n and a p p l i c a t i c n of t h e erlergy
c , i r c : e p t i n soil. moistu.re r e t e l z t i o n end r;l.o-JemenT- hhas placed t h e
> -.
c"';.ddy of 531, w a t e r on a funciarr,ent.aP basis., Flany ;-esez~ch
workers have c o n t r i b u t e d t o the b e t t e ~ l - u n d a r s t a r s l i ~ ~ c , o: ao.il,. r c o l . 3 t u r e e n e r p y r e l a t . i o n s h i a s
but
t h e most con?rehensi.:et h e o r e t i c a l t r e a t i s e has bcen c o n t r i ' b u t e d by F,dlef:?on anc!
k.id.ers9n (20), S e v e r a l atterngts i.n t h e p a s t t o c l a s s . i f y s o l 1 w a t e r a r b i t r a r i l y ha-ve f a i l e d . The co:.lt;ini~llii;y of; t h e ad s o r p t i o n
i . s o t h e r n c l e a r l y shows t h a t t h e f o r c e s i:qvolved o v e r i a p in
16rater retent;ior,, iTevertheles7, cone d : i s t i : i c t i o n nay be warrazlted bct1,:een adsorbed water and r:ra.ter held by s u r f a e e t e n ~ i o n f o r c e s s i ~ c e t.he mechani~m of r e t e n t i o n i:: v a ~ t l y d i f f e r e n t ,
The f o r c e w i t h 7 ~ h i c h w a t e r i~ held on t h e s o i l
p a ~ t i c l e i s u s u a l i y d e s c r i b e d 3.3 term? of s u c t i o r , preFsure an6
is n e g a t i v e i r , c h a r a c t e r compared t o a f r e e t r a t e ~ s u r f a c e , Wornally t h e qilction n r e s s u r e i? expressed i n c e n t i ~ e t e r s of .c#rater; A t v e r y h j p h si-~ctiorl p r e s s u r e s , t h e v a p ~ e s a r e usual-ly e x p r e s ~ e d i n trrms of S c h o f f ~ l d ~ s pF, For exam;>le, suppose a m o i ~ i : s o i l savple i s i n ~ u c t i o n e c i u i l i S r i u m t r i t h a col~lrnn of \.rater 1 0 cm. above a f r p e water s l ~ r f a c e . 'The s u c t i o n p r e s s u r e o r p o t e n t i a l woulj Then be -10
cm,
of later, and t h ecorres:londing pF would be log10
-
( - 1 0 ) = 1,-1- ,
-
.
..t.'on-
a o ~ s t u r e - c o n t e n t r e l a t i o n s a l p i s b y nomeans unique out depe11ci5 on r.rnether I?; 1 s a e t e r n l n e d by i l r y l l p
o r by ~ + r e t t i n p . , A l l porous m a t e r i a l s : l i k e s ~ i l , e x h i b i t t h e h : r s t e r e s i s phenomenon, The m o i s t u r e c o n t e n t a t any piveri
s r ~ c t i o l l p r e s s u r e i s g r e a t e r i f determined by ii r , i 2 p t h a n by w e t t i l g , The e x a c t mechanism i s not. f u l l y miiderstood b u t I$ a p p e a r s t h a t t h e q u a s i - e q u i l i b r i u m t h e o ~ y is no l o n g e ~ c o r q ~ l e t e l y t e n a b l e , , The h y s t e r e s i c e f f e c t s 11s; been a n
lrnportant f a c t o r i n h a m n ~ r i n p a s o l u t i o n of t h e w a t . e ~ movement rnechani~m,
I n t h i s l a b o r a t o r y , t h r e e methods have been s e l e c t e d t o measure pF f r o n ~ a t ' u r a t i o r l t o civcn d r y n e s s , A t 107.d pF';
( 0 t o
3 )
t h e ceramic p l a t e a n o a r a t u s i s used; f o r pF> f f o n3
t c 1 ~ ~ 5 ' DOTOUS membranes r e p l a c e t h e ceramir, p l a t e s , Thol i q u i d water t e n c i o v i s c q n d i t i o n e d by aiz- p r e s s u r e i n t h e normal tray. The p F b s frorr 0 t o
4 , 5 a r e
u s u a l l y considered t o con? t i t ~ ~ . t e t h e s o - c h l l e d suction r a l g e f f , For p F C ,c from4 , 5
t.c7 ,
t h e vacilurn d e s i c c a t o r t e c h n i q u e i e : used, Here, ';her e l a t i v e humidity is c o n t r o l l e d by s u l p h u r i c a c i d s o l u t i o n s of lmovn e o n c e n t r a t i o n . It i s u s u a l l y n o t con.c_idered n r a e t i c a b l e t o extend t h e vaciium d e s i c c a t o r t e c h n i q u e below pF 4.5: s z n c e t h e c o ~ r e s p o r i d l n g v a l u e s of R,H, l i e t o o c l o s e t o 100 p e r c e n t f o r a c c n r a t e c o n t r o l , I n ~ a l i n e s o i l c t h e u s e of
ROT,
f o r pF c o n t r o l i n ~ l ~ l r l p c i n a d d i t i q n t h e o s ~ n ? t i n n n + f i - - + + - l ~ h l l ~ Pcorn~3lete pF
-
rnofst~l-re-content cuFve d e t e r m i n e d from. b o t h s u c t i o n andR,
13, c o n t r o l l e e p o t e n t i a l s ' may sho~~7 some d i s c o n t ~ n u l t l e s ,Every Isoroils m a r p r i 9 1 1 j k a c ~ i l has a c h a ~ . a c t e r j . c t i c
w a t e r - c o n t e n t
-
s u e t i on p o t e n t i - a 1 r e l a t f o n s h f y w l b h i n t h e l i r n i t s of k.,gcte.Tes i s , R e c e n t l y Croney and Coleman ( d l ) have ; L ; ~ ~ : z r npF
-
moisture-content curves for several soils which illustrate
differences in the behaviour of various materials, in partisular
soil structure and its relation to pF. The concept of soil-
moisture
-
suction potential relationships has caused a shifting
of emphasis with regard to soil moisture, Formerly the moisture
distribution in a soil profile was considered of prime importance;
now it is realized that the forces which retain the soil water
governs its movement and distribution,
6.
Unsaturated Permeabilities
Beskow
(4)
and other have attached considerable
importance to saturated permeability studies in connection with
frost action. In many cases the water table lies below the
frostline. It appears reasonable to suspect that the unsaturated
permeability
may then be of more significance. One important
feature of unsaturated permeability needs emphasis. The magnitude
of the permeability coefficient depends directly on the average
suction potential, even if similar potential gradients are used.
As the average pF increases, the thickness of the water films
decreases, and moisture transfer along the liquid films decreases.
Consequently, lower permeability coefficients are obtained.
Beskow concluded from his studies that liquid water
transmission and not vapour diffusion was the important mechanism
in frost heaving. Since the suction potential gradients in the
soil determine the direction of water movement, tkis may imply
movement in the liquid phase in the absence of temperature gradients.
It is well to note that there is a continuous relationship between
suction potential and
R.H.
(22).The relative importance of vapour
movement in systems of this kind is still a controversial issue.
Darcy's law developed for saturated laminar flow states that the
flow rate is proportional to the hydraulic gradient. The most
simple mathematical form is:
where
V
=
velocity of flow
ks
Isaturated permeability constant
i
:=hydraulic gradient
The counterpart of this expression for unsaturated conditions is
generally applied in a modified form.
\illere V = v e l o c i t y of flow/unit t i m e / u n i t a?-ea
Q
= volume of vraterA = a r e a T = t i n e
ku = u n s a t u r a t e d p e r m e a b i l i t y c o e f f i c i e n t S1 and S2 = s u c t i o n p o t e n t i a l s a t t h e planes under
c o n s i d e r a t i o n L = flow p a t h l e n g t h
The above e x p r e s s i o n i s i n i t 5 s i m p l e s t , and b a s i c , form, Such
refinernen.tr as temperature e f f e c t s 011 l i q u i d d e n ~ i t y and pF
and f l o v r a t e may be introdlslced, Moore (23) ancl R u s s e i l and Spangler ( 2 4 ) , and Fichards and I b o r e
((25),
have d e s c r i b e di n
d e t a i l l a b o r a t o r y apparatus f o r t h e measurement of unsaTurated p e r m e a b i l i t y . It i s of i n t e r e s t t o n o t e t h a t R u s ~ e l l and
s p a n F l e r i n t h e i r t r e a t m e n t of ~ o i s t u r e p o t e n t i a l s s t r e s s t h c s i g n i f i c a n c e of u n s a t u r a t e d p e r m e a b i l i t i e g i n r e l a t i o n t o
f r o s t a c t i o n .
The a p n a r a t u s s h o ~ m i n Fig,, 1 ha? been deslgiled t o measure moisture flow f n s o i l s i n t h e u n s a t u r a t e d s t a t e The s p i r a l grooves and t u b e s a t t a c h e d t o t h e upper a,rci
10~rt)r
poyous p l a t e h o l d e r s a r e c a r e f u l l y f i l l e d w i t h water aArd f l u s h e d
inti; a l l t h e bubbles a r e removed, The copper tubing c o i l 1 s
a t t a c h e d t o a c o n s t a n t p r e s s u r e water r e s e - v o i r , This i s
necescary S O t h a t a c o n s t a n t p r e s s u r e
i s
maintained whilewater flows from t h e r e s e r v o f r through t h e system, The samp1.e h o l d e r s a r e p e r f o r a t e d near t h e o u t e r s u r f a c e of t h e porous p l a t e s f o r ~ u c t i o n c o n d i t i o n i n g b:r t h e c o n t r o l l e d a i r p r e s s l l r e , PI To o b t a i n a c u c t i o n d i f f e r e n t i a l , any d e s i r e d back
p r e s s u r e P2 i s a y l i e d from t h e c o n s t a q t p r e s s u r e water
r e s e r v o i r , The upper p l a t e h o l d e r i s s p r i n g loaded t o allow pood c o x t a c t between s o i l sample and porous p l a t e s when The s ~ i l s h r i n k s o r s w e l l s depending on t h e degree of s a t u r a t i o n , The s ~ o u ? t ~ r h i c h flows through t h e sample i s measured w i t h a p i p e t t e o r c a p i l l a r y tube depending on t h e flow r a t e , For
a.ny d e s i r e d ~ u c t i o n v a l u e s t h e flow r a t e i s measured f n t e r m i t t e n t l y u n t i l
i t
reaches a c o n s t a n t r a t e ,7"
S o i l hrater P o t e n t i a l s Indvced by I c e LensingI n a r e c e n t paper, Jumikfs (26) d e a l s w i t h a
mathematical a n a l y s i s of moisture flow i n a s o i l system under t h e i n f l u e n c e of a temperature p r a d i e n t and a f r e e z i n g plalle H i s t r e a t m e n t of t h e f o r c e s l n ~ r o l v e d i n ?rater t ~ a n s m i ~ s i o ; ~ to
t h e f r e e z l n p zones i s a s i p n i f i c a n t c o n t r i b u t i o n i n t h i s f i e l d , : The vethod of approach suggested i n t h i s o u t l i n e recognizes two fundamentally d i f f e r e n t p r o c e s s e s involved i n ~ r a t e r mn-/.emen&
under ~ i a t u ~ a l c o n d i t i o n c 1,rllich a r e t h e movemen5 of m o i s t u r e due
t o ( a ) t h e tem:)era.ti.~-re e r a d i e n t and (b) t o t h e ~ a c t i o r , ~ r e . d T e n t .
It i s proposed t h a t i n t h e i n i t i a l s t u d i e s t h e s e two p r o c e s s e s must be evaluated ~ e p a r a t e l - y , recogn.iz.ing as s t a t e d
b e f g r e tl-!at t h e s e processes, a c t i n p simul.taneoiz.sly, aye n o t ::lecessarily a simple summation of tlie ti4roo In a d d i t i o n b o t h
T m c e s s e s a r e u r l l ? e c e ~ s i a r i l y c o ~ p i i c a t e d expe-r:imentally by an
a-iwanci.ng f r o s t . 14.ne,
The
requirements of a p r a c t i c a l f r o s t c e l l f o r eva.l.?.~.at i n g t h e 51-zct i,3n phenomena ind epend.en%ly aye ( a ) a c o n t r o l l e d s t a t l o n a r y f r o s t l i n e , ( b ) a .?harp t e n ~ p e r a ' t u ~ e p r a z i e n t a t t h e f r o . s t l i n e v i t h a c o n s t a n t teniperatures;)an.rling t h e m i n body of t h e specimen ( a s silovm I n Fig, 2)"
Thermocouples imbedded i n t h e specinens a t f i x e d positions !m'u13 be ilced. t o i n d i c a t e t h e t e m p e r a t ~ ; r e d l s e r i b u t f o n , A f r w t c e l l t o f i l l t h e s e requirement^ i s noTc being decignai?,
'The r~c?ist.ure t e n p i o n a t the lover" er,cj. of the r o i l s p e c i m e n
1 . r i . i l be c o ~ ~ t r o l l e d by a t e n s i ~ n - c o n c l i t i o n e d s u c t i o n p l a t e t o
anjr d e s i r d si..nction irtllue, '.tl~er: t h e % a . t e of r ~ i o l s t u r e flow has
re:ached a cc>nstant r a t e t h e ~;<jecj-lilel~ w i l l b e secticiied f lclr
rr,oist'i;~e co:i:;cnt detc1~i7iiz.a'ci rn, 5u.r il:g c o n s t a n t r a t e of heave ( i e e l e n s ,-ro~t:thj t.!le r a t e ~f r:r.:iter. r:iitry irito t h e sa1::ple k r i l l
b c ;j.so rioted~, This i s more d e s i r a b l e titan ~ i t t c ! ~ ; . t i r ; g c c
c z t.i:-:a.t,e t h e c:l.ant i t y or" \:'rater r ~ o v e d f ror~l t h e thlclmes ,r- of t h e i c e l e n s , Since t k e rlioisture co;ltelit
-
pF r e l a t i o n s h i p cafi be :?as2 l y c'iei;erni.i.ned f o r ezch s o i l t e s t e d , t h e i~.nsaturatec':pe:j.rciet7ibilit.y e q u a t i o n c a n be a p p l i e d :
where Q = q u a n t i t y of f l n x i n cm3
'? R = c r o s s - s e c t i o n n l a r e a of t h e specimen i n cmL
T = t > i r e i n seuon6s
L = d i ~ t a r l c e iE
cr,.
from
J.ce l e n s t o ior:.e2 end of sample i n cn,,(Sl
, - S 2 ) = expresysd i ncm,
of !$raterk~cli = u n s a t l ~ r a t e d nern?.eability c o e f f i c i e n t i n
cn/cec.
rn
. L ~ C v.al?;es of ku obtained. i n t h i s .!ray sho1~1.d. be numerically
eciual t o t h e Iru val.u.es obtaj..r;e.cl with thr:
un?
2.t;uratedp c ~ m e a b i l i t y c e l l ' u i ~ i c ~ ~ f n - i l a - ; . conclitiorls of ~ u c t i o n ,
Th?
e y z i a l l t y of t h e s e c o e f f i c i e n t s ~coulci provide evic'le..;ce oii the
iri;poat.ance of flow due t o s u c t i o n g r a d i e n t s c i ~ z r f r i g i c e l e m
f o r ~ : a t . i o n , T h i s aprroach would also make p o s s i b l e t.he I n d i r e c t ne;:.s~:lrement cf s u c t i o n v a l u e s i n t h e s o i l water n e a r the i c e
A
'ens ll.-it'i.:~ut i n t e r f e r e n c e from moisture mavex~.nt due t:o therzal g r a . d i e n t s .
i . 7 1
il-ie su-ctfon p o t e n t i a l o f t h e s o i i v:ould be ~i;?-ial
throughol.;t f o r specimen c o u l d i n g , I n t h e frost c e l l a pretj-eta-mined s ~ ~ c t i o n ~ r o u l d be a p p l i e d a t t h e Icwer end. of t h e specimen and s u f f i . c i e n t time !sould be aliobred f o r
ecju.ilibr.ium t.o be e,ctabLish.ed, If t h e s t e a d y - ~ t z t e ;;uction d i s t r i h u t f on d ~ ~ r j . n r f ~ e e z i n g trere su.ch t h a t . one end of the
spccl.;;!ien t~2.s h i g h e r t h a n t h e s u c t i o n p o t r n t i a l at. which it was prepared, nnc; t h e o t h e r en2 l o v e r , both l e g s of t h e 1 v ; ~ t e r e s i s l o o p r.rould be repr.c,sented, Thlc -roald be
in-ld.esirahlc.-, It is b e l i e v e d t h a t w i t h p ~ a c c i c e
ths
c l r l g i n a i niloi?t!~.re content, could be ad just&. s o that bct.1-i end^ c f t h es a m r j l e r e r c e i t h e r on t h e drying o r xfie t.7ecti.n~ ceuve,
rill- ,.,te . st1.lcij7 of ~ 1 1 c t i o n c o r r e l - a t i o n ? ~ , . r i t h t h e ! ) r o p e r t i e s
of t h , c o i l ~?>i:11 a s s u c t i o n va111-es l i ~ l i t i n r i c e ]..em f ' o r g ~ a t i ~ n
3rd rn.u.ec o? n c . j _ s t u e rnoirement k r i l l c o n s t . i t i l t ~ t h e i n i t i a . :
pi:.asc of t h e f r o s t a c t i o n ;>rogram, I n t h e secoaC ph3.se t h e ef'f'ecT,s of t e a p e r a t u r e gr-a.tlients on x o i s t i 7 . y ~ r?over::ent i n
~::;i:~bi_ration ; A t h s u c t f on g r a d i e n t s 1.!rould be :, tizd-ied ; The
!,:,-: t r r i al-s : < o c t l ~ n of t h e C i v i s i o n of B u i l d i n g Research a r e
i n v c s s i g ? . t i n ~ t h e ~ l o v e n e n t of n o i z t ? l r ~ i n v a r l o w porous
!nritcr.ials a t t.er"perature gradient: above f r e e z i n g , These s t u d i . e ~
arc malniy co;~cer_rled :;.ith t h e m.echan3.sm i n v c l ~ r e d and c o n s i d e r a b l e p r o g r e s s has I-,ec?n :r,ade, The tlii.rd pha.se .i:ould be cor,c;crned w i t h
the study of v a r i a b l e s such as de-clsity, am3 , ~ 1 . 1 . r , : ~ ~ . :peeo Thest?
cc:is*.it~!.zte a t the moment t h e g r e a t e r p o r t i o n of t h e ~ e s e a r z . h ca.r-:r,ied o u t by tlie Frost; E f f e c t c- Laboratory, lieu I!:ilgl:.:lanc% Civf s i o n , C o r ~ r of E n g i n e e r s , U , S , A r m y .
Since' f r o s t a c t i o n phenomena c o n t a i n a l l t h e
c o m p l e x i t i e s of r ? o i ~ t~zr e novernent s t.v.d i e s
,
p1u.s t h e add it2 o r ~ a l f"reezl.ilg procesy, t h e r ei s
ccnslideaable j u s t i f i c a t l ~ n f ' o ~at.t e;:ip,t.ing t o control. t h e physi ca3, propertries of t h e s ~ i l with1.n
~ : . s ~ t ~ i r i P l ~ : . t s , The i i s e of blended s o i l s i s b e i n g ;.oiisider'ed, Fron; 9tocl.r ~zr.:nles cf safiG., s i l t , alzd c l a y of lino~t~n composition
i v i d e r a a g e ofi g r a i n s l z e distrlbv-ticzns could be >repar.ei?
by
':j,ar y i r : c f he ;?~~~,;~f--,;~ls of cne v a r i o u s f ri;@+c,,y;:Lr: .:~,'!lL*q l,f:yy',
I
‘z
.
n.,., ,>,.IP I.[ nd e s f r.o.5l.c v n r i ;-lh le s c oulZ 3~e e l i ~ ? . ; l a t 13ci ,It
wculcl.F".; .. b .
.. ~ . r i . , l ~ e r y e d l . ; ~ ~ tkle exyjeri!-(leiltal woyl: iilvolvci'
i,n
C;j~t~i:~r,;~~lill~r~~rl<~ othe- p'i.ly:i i;:;tl 1'- -- ~ - . o - ~ e y t ~ p ; ~ 1 ?,-oposed
.
Such n ~ ? r o c e d . : r r a h ~ : ~ sSeen
fn';lr?~:e;.!- b;y tl-ic ?J,'j,
Frost.
E f f e c t c Lnbqyiitory 3.t.S ~ ~ t s n
%!.: fin.=?A --
;-j-il~;? of '.I-,
I L ~ ~~?i3??1:., P i ~
The r a t e of i c e lclis f"o--l-'- L L , , ~ L L ~ I I " 112 5011s i . s S e l i e . v d
t o d a ; > e ~ i l $2 t h e a b i l i t y of t h e ? a l l Tilass t o t r u n s ~ q i t moist!zre, This ir, t u r n fr= a f u n c t i o _ r of i t s ~ l i y s i ~ c h e l * . ~ i c ~ l p r o ~ e . : . t i e s , ;;he:.:.her a n i c e I.ons c a n 5 e i n i t i a t e d depen2.s on t h e a.dsorpti-re
force of' :!\;l.te:~' i1.l tllf: y i ~ f ~ _ i . t y of t l ~ e f T D . C ' ~ l.',l.:eo T'.l::
t
2 t 3 ld r i - v 1 n . p fol-ce i s tjclieved t o be a co:?lbi~na.tl.r)n o ? " ~ ) th.e
The
first
phase of t h e s e p r o p o ~ e d s t u d i e s w i l l be concerned : . r i t l ; a s t u 2 y of t h e l f n ~ i t i n g p F a t wh?.ck!ice
le:.ming can be in2uced a92 t h e d e t e r m i n a t i o n of s o l 1 m o i s t u r e p t e n t i a l g r a d i e n t s unzer s t e a d y - s t a t e flo~..r c o i l ? ~ i t i o n s i n t h e absence oft e l ~ p e r a t u r e f . r a d i e n t s , except i n t h e irnmedlate v l c l n i t j r of t h e i c e l e n s ,
The
f l o w r a t e s induced by i c e l e n s f n g ~vriil- li>eco9pared v i t h f 1017 r a t e i n t h e u n s a t u r a t e d permea.bi1-ity
a?parattis, The phj?siock!enical n r o p e r t i e s are l a r g e l y determined by t h e c l a y r95neral f r a c t i o n a.n? v i l l be descrj-bed i n . t e r n s of
i t s t y p e , s p e c i f i c s i l r f a c e arec.. in,?ex, i n t . e r l a y e r s w e l l i n g , base
exchange c a p e c i t y and b a s e exc?lauge c o ~ ~ p l e x e t e ., Some
I d e n t i r i c a t i , 3 n t e c t s w i l l a l s o be done as a Feans o f describing
the c o i l f o r c l a s s i . f i c a t l o n purposes,
The
t e s t specimen? w i l l c n n ~ i ~ t of a r t . i f i c f a l l y blended sa.nc? s i l t and c l a y f r a c t i o n s , Further s t u d - i e s t a r i l l incl11d.e t h e e f f c c t of norrnal terr,peerat.il~egr2.d ien-t.5, It is b e l i e v e d t h a t ~ u c h a n approach l s : i l i ~ S S ~ S C i n
(1) J o h n s ~ ~ ~ ,
A,W,
F r o s t a c t i o n i n r o a d s a n ~ a i r f i e l l i s , ar e v i e v of l i t e r a t , u r e !I,R,B, S p , Rep. No, 1 (1952)
( 2 ) W~rdue U n i v e r s i t y , Engi:le c r i n g Fxp, S t a t . i o n , Pevie\r of z e r t s i n p r o p e r t i e s ancl problems o f f r o s e n ground i n c l u d i n g p e r m f r o s t
-
SIPRi3 Rep, ilo9
(1953':3
J c h s o i i , A, ?a', anc' C ,W e
L o v e l l ,Jr.
B i b l i o ~ r a . p l l y onF r o s t Action i n S o i l s ( a n n o t a t e d ) ?Jo,
3
(1942)(4-1
Beslcotr, G,,
S o i l F r e e z i n g and f r o s t heaving v i t h s p e c i a la p p l i c a t i o n t c Roads and F a i l r o a d s (1935) t ~ a n s . L,,O, Csterburg, Techi?j.cal I n s t i t ~ i t e , T\T.,t!, U n i . v e r s i t y
(19b9)
(5)
Taber, S , F r o c t l?eavi:~e:-
J o u r , of Geo,37
( 5 )428-461
(1929)
(6) l/!interkorn, I-I,F, The c o n 2 i t i o r A of w a t e r I n ~ O ~ G U S e y s t e ~ s
56 ( 2 ) : 109-115.
( 7 ) Casagrande,
A.,
P l i s c u ~ s i o n on f r o ~ t heaving, H , R , 3 , proc 11; 168-172 (1931)(8)
Beiikelir,an, C an2F,3*
Olmstead, A new t h e o r y of f i ' o s t heaving 13, R O B , p r o c , 11: 152-177i.1931)
(9)
Baver,L,C,
,
S o i l P h y s i c s , John T\riley -2 :ions I L Z C ~ (1943) ( L O ) D y a i , P U S , ;i~:ci S.B, Iiendrriclrs, T o t a l s u r r a c e of c l a y s i np o l a r l i q u 9 d s a s c k a r a c t ~ r i s t i c index, S o i l S c i e n c e
6 9 : 421-431 (1951)
(11) G r i m , R O E , , R e l a t i o n of f r o s t a c t i o n t o c l a y rnlneraLs composition of
sail
g a t e r i a l s-
H , R , E , S p , Rep,2 : 167-31'7L
(12) DiXclrer, A , , S o i l Col.1oid.s and t i l e f r bekaviour
when
s u b j e c t e d t o f r o s t a c t i o n , rJer Eauin.f;eneur p p c 235-237,
h l g u s t l91-:.2, Translatec! by Engineer Dept, ? Research
C e n t r e , IJ- S . Katerways E x y , S t a t i o n , Vicksbi!.rg, T.Iis?,
,
T r . lbl:40.-;-;be(13;
Haiey, J.F. Cold-room s t u d i . e s of f r o s t a . c t i o n i n s o i l s , a progres5 r e p o r t I I , R , E , Bul, No,7i:1-18
(1953) ( 1 % ) Orchi.ston,HOE.
Adsorption of w a t e r vapour 1Soils
a t(i5)
3rurlauer, S., P,H, E m e t t andE,
T e l l e r A d s o r p t i o n o f g a s e s i n m u l t i r ~ o l e c u l a r la y e r s , J,Am,
Chern. Soc, 60: 309-319 (1938)( 1 6 ) Ha.rhins, 1i.D. and J~i.ra G , Su-rfaces of S o l i d s X I I I , J o u r , P a e Ci?err,. Soc, 66: 1366-1373 (19bLt)
(17) B r a d l e y , 8. S., Po1yn:olecular adsorbed f i l m s 1, J o u r ,
Am, Cker, S a c ,
1 3 9 :
1467-1474 ( 1 9 3 6 ) ,( 1 8 ) C o r n e l l
Univcrsity,
F i n a l n e p o r t , S o i l S o l i d i f i c a t i c n Rcsesrck;, Fl-~ri~~arnental p ~ o p e r t i o ~ of c l a y systems 2 ,(1951)
A, S.T.??,
P ~ o c e d u ~ e s f o r T e s t i n g S o i l s (1950)E d l e f s o n , N.E. a ~ d
A,B,C,
Andersca, Thermodynarriics o f?oil
m o i s t u r e , X i l p a r d i a1 5
( 2 ) 31-298Croney, D . and J , D , Coleman, S o i l s t r u c t ~ r e i n elation t o s o i l s u c t i o n (pF)
J.
of S o i l S c i .5
( 7 5 - 8 i )1 4 5 k
Croney,
D,
J , C , Coleman an2P-
If,, E r i d g e , The s u c t i o n of'0 .
nois.t.u.re h e l d i n c o i l s and o t h e r r)cr0!1~' r n a t ~ r ~ a - ~ s ~ R.?,T,P, N q . 24 (1952)
Moore, 3 , E . ' J a t e r c c n d u c t i o n f r o n s h a l l o w 1.aater t a b l e s , H i l g a r d i a 12: 383-424 (1939)
R u s s e l l , 14.B. and II4, G, S p a n g l e r The e n e r g y c o n c e p t of s o i l mois-t~ure and mechanics of u n ~ ~ t u . r a t e d f l o w
-
H.?,B,
proc. 21:L35-149
(1951)Rfcl-ards, L.A, ar,d ?,C, 1;oore I n f l ~ l ~ e n c e of c a p i l l a r y c o n d u c t i v i t . y an2 d e p t h of w e t t i n g o n m o l 5 t u r ~ e r e t e n t i o n i n
soil, Trans,
An;, Geo, IJnlon3:)
(4)
531-
540.
J u m i k i s , A,
R,
S u c t i o n f o r c e i n .c;ci?-.s upon f r e e z i n g Proc. &i,,S, C , E ,Vole
80
S e p a r a t e No.1t.45
(19%-)/
UPPER
COPPER
POROUS PLATE
TUBING
HOLPLRCOIL
RUBBER
RING
SPIRAL GROOVE
SEALING
C O M P O U N D
RETAINING R I N G
LOllrLR
POROUS
PLATE
HOLDER
SAMPLE
H O L D E R0 L E
E D I N G PLUG
1 I I I I 1
\
o
I 2 9 4 5 6 JCOPPER
TUB&
/ SATTACHED
S C A L E / N / N C U L S TO
P I P E T T E
ORC A f TUBE
TEMPERA TURE A T /CZ L ENS,