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), 1954-12-01
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=99f39bba-6f2a-4b1c-813a-17b139a6789d https://publications-cnrc.canada.ca/fra/voir/objet/?id=99f39bba-6f2a-4b1c-813a-17b139a6789d
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/10.4224/20337993
Access and use of this website and the material on it are subject to the Terms and Conditions set forth at
Settlement of Buildings in Workshops Area of Steep Rock Iron Mines
Eden, W. J.
SETTLE?~ET?T
OF UUILDIJJGS
IZJ IdOlIKSIIOPS ARjZA 02'STEEP ROCK
IHCN MINES
W .
J,. Eden" P r e p a r e d f o r S t e e p Rock
Iron
Mines Limitedt'R e p o r t
No.
52
of t h e
Civision of Buiiding R e s e a r c h
OTTAWA
December
1954
PREFACE The D i v i s i o n o f B u i l d i n g R e s e a r c h o f t h e N a t i o n a l R e s e a r c h C o u n c i l h a s b e e n p r i v i l e g e d t o m a i n t a i n c l o s e l i a i s o n w i t h t h e S t e e p Rock I r o n Mines L i m i t e d s i n c e t h e i n c e p t i o n o f t h e D i v i s i o n . The Company, f o r t h e i r p a r t , have p e r m i t t e d t h e D i v i s i o n t o u s e t h e g r e a t s o i l d e p o s i t s u n c o v e r e d i n t h e m i n i n g o p e r a t i o n s a s a l a r g e - s c a l e s o i l mechanics l a b o r a t o r y . D u r i n g one of t h e r e g u l a r v i s i t s of a member o f t h e
U.B,R.
s t a f f t o t h e Mine i n 1 9 5 4(Mr..
W. J. Eden, o f t h e S o i l Mechanics S e c t i o n ) i n f o r m a t i o n was o b t a i n e d r e g a r d i n g s e r i o u s s e t t l e m e n t of some o f t h e s e r v i c e b u i l d i n g s o f t h e Mine. A s t u d y o f t h i s s e t t l e m e n t problem was, t h e r e f o r e , u n d e r t a k e n by t h e D i v i s i o n , s i n c e t h e t e s t s on t h e n e c e s s a r y s o i l s a m p l e s d e v e l o p e d most u s e f u l i n f o r m a t i o n r e g a r d i n g t h e s o i l p p o p e r t i e s o f t h e S t e e p Rock d e p o s i t s , T h i s r e p o r t s-arizes t h e i n v e s t i g a t i o n ,It
i s n o t a c o m p l e t e t r e a t m e n t o f t h e f o u n d a t i o n problem which t h e Mine i s f a c i n g , b u t i t i s hoped t h a t i t w i l lc o n t r i b u t e t o t h e s o l u t i o n o f t h i s problem.
Ottawa
December 2 7 , 1954
R o b e r t F. Legget D i r e c t o r
NQTZS OW SETY:'LET4li?JT OF BUILGINGS I N WORKST!QPS AHEA AT STESP ROC'( IHOLI
MIMES
by
W.
J oEden
The workshops a r e l o c a t e d i n a former s h a l l o w bay of' t h e Middle A r m of S t e e p Rock Lake. The b u i l d i n g s a r e founded on a r o c k f i l l p l a c e d over a c o n s i d e r a b l e d e p t h o f
r a r v e d c l a y . F i g u r e 1 i s a p l a n of t h e a r e a . The f i r s t r o c k f i l l was p l a c e d i n t h e p e r i o d from 1945 t o 1946, It extended e a s t w a r d s from t h e former s h o r e l i n e t o t h e l i n e i n d i c a t e d on t h e p l a n . I n 1945 a shop was b u i l t on t h e s i t e of t h e
p r e s e n t Unit R e p a i r Shop b u t i t was d e s t r o y e d by f i r e i n 1 9 4 6 ~ The p r e s e n t shops were c o n s t r u c t e d on t h e same s i t e i n t h e
s a n e y e a r . S t a r t i n g i n 1950, t h e r o c k f i l l was extended e a s t w a r d s t o t h e edge of t h e Highland Creek Gulley. T h i s f i l l averaged about
15
f e e t i n d e p t h . The E l e c t r i c a l Shops and Dry House were founded on t h e new p o r t i o n of r o c k f i l l ,The f i r s t i n d i c a t i o n of t r o u b l e o c c u r r e d i n January, 1953. A c r a c k appeared i n t h e warehouse and t h e
s h o v e l r e p a i r shop, a l s o on t h e roadway between t h e two
s t r u c t u r e s . S i n c e J a n u a r y 1953, e l e v a t i o n s have been checked i n t h e v a r i o u s b u i l d i n g s . The l e v e l r e a d i n g s i n d i c a t e a
p r o g r e s s i v e movement. Contours o f t h e observed s e t t l e m e n t a r e a l s o p l o t t e d on F i g . 1 f o r t h e p e r i o d between J a n u a r y , 1953 and June, 1954. The measurements i n d i c a t e t h a t t h e aaximum s e t t l e m e n t i n t h e 18-month p e r i o d was
1.5
f e e t .Two new shops a r e b e i n g planned a t p r e s e n t , one of which i s shown on F i g . 1. B o r i n g s have been p u t down on t h e proposed s i t e i n t h e l o c a t i o n s shown on Fig. 1. The
s o i l p r o f i l e s r e v e a l e d by t h e b o r i n g s a r e i n d i c a t e d on
F5gs. 2 and
3.
Four u n d i s t u r b e d t u b e samples were o b t a i n e d from b o r e h o l e3 A
a t d e p t h s of 1 9 and 26 f e e t ,33
and 39 f e e t , C o n s o l i d a t i o n t e s t s were conducted on t h e s e samples by t h e D i v i s i o n of B u i l d i n g Research, N a t i o n a l Research Council. The o b j e c t of t h i s r e p o r t i s t o p r e s e n t t h e r e s u l t s of t h e c o n s o l i d a t i o n t e s t s i n r e l a t i o n t o t h e f o u n d a t i o n d e s i g n of t h e proposed s t r u c t u r e .2. C o n s o l i d a t i o n of S o i l s
Compressible s o i l s , when s a t u r a t e d , a r e made up of a s k e l e t o n of s o l i d p a r t i c l e s with t h e i n t e r s t i c e s f i l l e d w i t h w a t e r . Whenever a l o a d i s a p p l i e d t o such a s o i l , t h e
s k e l e t o n s making up t h e s o i l s t r u c t u r e b e g i n t o deform,
p r e s s u r e imrnediately s t a r t s a p r o c e s s o f d r a i n a g e , t h e r a t e d e p e n d i n s on t h e t h i c k n e s s of t h e s o i l l a y e r and t h e p e r m e a b i l i t y o f t h e s o i l . The p r o c e s s w i l l c o n t i n u e u n t i l t h e s o i l s t r u c t u r e h a s r e g a i n e d e q u i l i b r i u m and t h e p o r e p r e s s u r e h a s b e e n n e u t r a l i z e d . The c o n s o l i d a t i o n o f a c l a y l a g e r i s t h e r e f o r e a p r o c e s s r e q u i r i n g a c o n s i d e r a b l e t i m e t o c o m p l e t e . Every s o i l t h a t h a s b e e n d e p o s i t e d i n w a t e r w i l l have i t s o-m p e c u l i a r c o n s o l i d a t i o n c u r v e . S o i l j u s t f r e s h l y d e p o s i t e d w i l l h a v e a l o o s e s t r u c t l l r e s i n c e t h e r e h a s b e e n no p r e s s u r e above i t t o c a u s e c o n s o l i d a t i o n . A s s u c c e e d i n g l a y e r s o f s o i l a r e d e p o s i t e d , a n e f f e c t i v e p r e s s u r e e q u a l t o t h e buoyant w e i g h t o f t h e s u p e r i q p o s e d s o i l a c t s on t h e s o i l , T h i s e f f e c t i v e p r e s s u r e w i l l c a u s e t h e s o i l t o c o n s o l i d a t e t o a p o i n t termed t h e normal c o n s o l i d a t i o n . The v a r v e d c l a y s a t S t e e p Kock were n o r m a l l y c o n s o l i d a t e d up t o t h e p o i n t
where t h e l a k e was d r a i n e d and t h e r o c k f i l l w a s added. The w e i g h t o f t h e r o c k f i l l h a s c a u s e d f u r t h e r c o n s o l i d a t i o n . F i g u r e
lI.
i l l u s t r a t e s t h e v a r i a t i o n o f e f f e c t i v e p r e s s u r e s w i t h d e p t h . The c o n s o l i d a t i o n p r o p e r t i e s o f a s o i l c a n b e d e t e r m i n e d i n t h e l a b o r a t o r y . An u n d i s t u r b e d sample i s p l a c e d i n a t i g h t l y f i t t e d r i n g . P o r o u s p l a t e s a r e p l a c e d on t o p and bottom o f t h e sample. T h i s a r r a n g e m e n t i s p l a c e d i n a chamber f i l l e d w i t h w a t e r and it i s t h e n l o a d e d by i n c r e m e n t s . A f t e r e a c h i n c r e m e n t l o a d i s a p p l i e d , s u f f i c i e n t t i m e i s a l l o w e d f o r t h e sample t o c o n s o l i d a t e . A f t e r a s e r i e s o f i n c r e m e n t l o a d s h a s b e e n a p p l i e d , a p r e s s u r e - v o i d r a t i o d i a g r a m c a n b e o b t a i n e d . T h l s diazrarn i s v e r y c l o s e T O t h e o r i g i n a l c o n s o l i d a t i o n c u r v e o f t h e c l a y . The p r e - c o n s o l i d a t i o n l o a d i s due t o t h e e f f e c t i v e p r e s s u r e o f t h e superimposed c l a y and t h e p r e s s t l r e o f t h e r o c k f i l l , A s c a n b e s e e n from t h e s h a p e o f t h e p r e s s u r e - v o i d - r a t i o c u r v e , t h e s o i l c a n b e l o a d e d t o t h e p r e c o n s o l i d - a t i o n p r e s s u r e w i t h o u t a p p r e c i a b l e s e t t l e m e n t . I f , however, t h i s p r e s s u r e i s e x c e e d e d , t h e c l a y w i l l b e g i n t o c o n s o l t d a t e r a p i d l y a l o n g t h e v i r g i n c o m p r e s s i o n c u r v e . C o n s o l i d a t i o n would p r o c e e d u n t i l a v o i d r a t i o c o r r e s p o n d i n g t o t h e new p r e s s r z e was r e a c h e d .3.
L a b o r a t o r y T e s t sFour t u b e samples were o b t a i n e d from b o r e h o l e
3 A
a t d e p t h s of
1 7
t o 1 9 f e e t , 25 t o 27 f e e t , 32 t o34
f e e t , and35
t o 40 f e e t . C o n s o l i d a t i o n t e s t s were c o n d u c t e d on e a c h sample. Unconfined c o m p r e s s i o n t e s t s were u s e d i n a d d i t i o n t o i n d i c a t e d i s t u r b a n c e i n t h e s o i l . The t e s t s r e s u l t s a r e t a b u l a t e d i n T a b l e I,TABLE
I
SUMMARY
OF
TEST Rl3SULTS!
f: -, '
! ,
i
l a - r , i.nf ir!.e CI cc?rlprlc. 5 5 ic,?.-l ti^^>.;^.- d L I . . ' . . 1-m o s t probable pre consolidation load
4; indicates
disturbed specimen.
Again c o n s i d e r i n g F i g .
4,
which i l l u s t r a t e s t h ev a r i a t i o n o f e f f e c t i v e p r e s s u r e w i t h d e p t h , l i n e AB r e p r e s e n t s t h e e f f e c t i v e p r e s s u r e i n t h e c o m p r e s s i b l e l a y e r i m m e d i a t e l y a f t e r t h e l a k e had b e e n d r a i n e d . I f , a t t h i s s t a g e , a sample was o b t a i n e d and t e s t e d , t k e p r e c o n s o l i d a t i o n p r e s s u r e would
l i e on l i n e AB a t a p r e s s u r e c o r r e s p o n d i n g t o p o i n t
x,
s i n c e t h e v a r v e d c l a y i s n o r m a l l y l o a d e d . When t h e r o c k f i l l was a p p l i e d , w i t h zhe g r o u n d w a t e r l e v e l a t t h e s u r f a c e o f t h e : : l a g , t h 2 e f f e c t i v e p r e s s u r e p l u s t h e p o r e w a t e r p r e s s u r e would b e r e p r e s e n t e d by l i n e OCD. C o n s i d e r i n g d e p t h a g a i n , t h e e f f e c t i v e p r e s s u r e would a g a i n b e W X, and t h e p o r e p r e s s u r e would b e X Y. Owing t o t h e p o r e p r e s s u r e , d r a i n a g e would b e g i n and t h e e f f e c t i v e p r e s s l x r e would i n c r e a s e . The p r o c e s s would c o n t i n u e u n t i l t h e e f f e c t i v e press:n-e h a sr e a c k s d p o i n t "Y" o n l i n e CD. I f c o n s o l i d a t i o n was due s o l e l y t o t h e w e i g h t o f t h e r o c k f i l l , t h e p r e c o n s o l i d a t i o n l o a d s f o u n d by t e s t i n g a r e c o n s i s t e n t l y h i g h e r t h a n t h e v a l u e s r e - p r e s e n t e d by l i n e CU. Some a d d i t i o n a l f a c t o r s must h a v e
c a u s e d f ~ ~ r t b e r c o n s o l i d a t i o n . The most l i k e l y c a u s e tsoulci b e a 1-owering o f t h e g r o u n d w a t e r t a b l e
i n
t h e c l a y l a y c r . When t h e g r o u n d w a t e r t a b l e i s l o w e r e d , t h e p r e s s u r e e x e r t e d by t h e c l a y above t h e g r o u n d w a t e r l e v e l c h a n g e s f r o m t h a t e x e r t e d by szbmerged w e i g h t t o t h a t e x e r t e d by f u l l wet w e i g h t . L i n eCCEG r e p r e s e n t s t h e c o n d i t i o n when t h e g r o u n d w a t e r t a b l e was
l o w e r e d t o a d e p t h c o r r e s p o n d i n g t o E, The e f f e c t i v e p r e s s u r e diar;rarn w i l l u l t i m a t e l y b e OCEG. The t e s t s r e v e a l t h a t
c c ? s o l i d a t i o n h a s n o t g e t b e e n c o m p l e t e d f o r t h i s s e c o n d c o n d i t i o n . The s t a g e o f c o n s o l i d a t i o n a t p r e s e n t i s r e -
presented by l i n e 0CE:F. Thus c l a y a t d e p t h W, o r i g i n a l l y was c o n s o l i d a t e d t o p o i n t X; t h e r o c k f i l l c a u s e d i t t o b e con- s o l i d a t e d t o Y, and t h e assumed l o w e r i r ~ g o f g r o u n d w a t e r w i l l ca>-se i t e v e n t u a l l y t o c o n s o l i d a t e t o p o i n t Z. P r e p r e s e n t s t h e d e g r e e o f c o n s o l i d a t i o n i n i t s p r e s e n t s z a t e . The change i n e f f e c t i v e p r e s s u r e f r o m P t o Z w i l l c a u s e f u r t h e r s e t t l e m e n t . It i s d i f f i c u l t t o e s t i m a t e how much t h i s s e t t l e m e n t w i l l b e , b e c a u s e o f t h e wide v a r i a t i o n i n p r o p e r t i e s o f t h e v a r v e d c l a y . Based on t h e r e s u l t s o f sample 2-129-3, t h e s e t t l e m e n t y,et t o o c c u r u n d e r p r e s e n t c o n d i t i o n s w i l l b e 0.076 f e e t c r 9/10 o f a n i n c h , which would n o t b e e x c s s s i v e , I n a u n i f o r m c l a y , i t i s p o s s i b l e t o d e r i v e a n e s t i m a t e of t h e t i m e which i s r e q u i r e d f o r a c l a y l a y e r t o c o n s o l i d a t e u n d e r a n i n c r e a s e i n l o a d , Because o f t h e v a r i a b i l i t y o f t h e v a r v e d c l a y , p a r t i c u l a . r l y of t h e d r a l n a g e f a c e s p r o v i d e d by t h e l i g h t l a y e r s , any e s t i m a t e i n t h i s c a s e i s a p t t o b e m i s l e a d i n g ,
.
E f f e c t of Proposed S t r u c t u r eI f t h e proposed shops a r e p l a c e d on t o p of t h e p r e s e n t rock f i l l , t h e a d d i t i o n a l weight w i l l cause t h e c l a y t o
c o n s o l i d a t e f u r t h e r . The a d d i t i o n a l s e t t l e m e n t s w i l l be d i f f e r e n t i a l i n n a t u r e becallse of t h e v a r i a t i o n
ir,
t h i c k n e s s of t h e c l a y l a g e r .T h i s a d d i t i o n a l s e t t l e m e n t can be p r e v e n t e d by f l o a t i n g t h e f o u n d a t i o n , i . e . , e x c a v a t i n g a weight of' r o c k f i l l
equival-ent t o t h e weight o f t h e s t r u c t u r e
and
p l a c i n ~ ; t h e f o u n d a t i o n i n t h e e x c a v a t i o n . I n t h i s c a s e , t h e weight of t h e s u p e r s t r u c t u r e w i l l be v e r y l i p > h t i n c o m ~ n r i s o n t o t h e weight of t h e f o o t i n g , t h u s i t may almost he n e g l e c t e d . Asa n example, suppose t h e r e q u i r e d t h i c k n e s s of t h e f o u n d a t i o n s l a b was
3
f e e t . Assuming c o n c r e t e t o have a u n i t weight o f 150 l b . p e r cu. f t , , and t h e r o c k f i l l 120 lb. p e r c u e f t . , f o r a 3 - f o o t s l a b , t o f l o a t t h e s l a b f o u n d a t i o n , t h e d e p t h of e x c a v a t i o n would be&
1 0x 3 = 3.75
f t . ~f t h i swas
c a r r i e d o u t , t h e r e should be no s e t t l e m e n t caused by t h e weight of t h e b u i l d i n g .
As p r e v i o u s l y o u t l i n e d , t h e s e t t l e m e n t s due t o c a u s e s c t h e r t h a n t h e b u i l d i n g have n o t y e t been completed. Some d i f f e r e n t i a l mcvement, which c a l c u l a t i o n s skiow t o be i n t h e ol.der ot' 1 i n c h , w i l l occur. Thus p r o v i s i o n should be made f o r r e l e v e l l i n e any c r i t i c a l machinery zuch a s c r a n e s from time t o time a s r e q u i r e d .
It i s hoped t h i s r e p o r t w i l l d e m o n s t r a t e a r a t i o n a l d e s i g n f o r f o u n d a t i o n s founded on a h i g h l y c o m p r e s s i b l e s o i l . The b a s i s of such a d e s i g n i s t e s t s conr-lucted on u n d i s t u r b e d samples of t h e s o i l and t h e t h e o r y of c o n s o l i d n t i o n of s o i l s .
T h i s s h o r t r e p o r t p r e s e n t s t e s t r e s u l t s conducted on samples t a k e n from under a proposed E u c l i d R e p a i r Shop. A
b r l e f d i s c u s s i o n i s p r e s e n t e d o u t l i n i n g t h e w r i t e r ' s r e a s o n i n g behind