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A selected annotated bibliography of soil mechanics literature

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11

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CANADA parapet partition pediment pier pigment pitch plan plaster plumbing plywood prefabricated quoins rafter

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reinforced

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SELECTED ANNOTATED BIBLIOGRAPHY OF

-

$N-p+L~zED

SOIL

MECHANICS

LITERATURE

Ii

W, J,

Eden

Note

-

I

This bibliography has been prepared f o r the guidance I

of s t u d e n t s and engineers who are n o t f a m i l i a r with s o i l

mechanics l i t e r a t u r e . It does not pretend t o be i n any way a

co.llplete bibliography of a l l s o i l mechani s l i t e r a t u r e . Only

~

English is included, well known and r e a d i l y a v a i l a b l e l i t e r a t

&.-

e published i n

It i s divided i n t o three s e c t i o n s , ( a ) recent books covering the f i e l d of s o i l mechanics, ( b ) books dealfng with p a r t i c u l a r a s p e c t s of s o i l mechanics, foundations and s o i l

physics and ( 0 ) a l i s t of proceedings and journals i n which

s o i l mechanics papers f r e q u e n t l y appear,

Copies of shorter articles listed in this Bibliography may be obtained thmugh the photocopying service of the National Recrewh Council. Rates for this service are as follows~ To usen In Canada-50 cents far a photoprint of any article of not mom than 10 pages, an additional 50 cents is necessary for each additional 10 pages or fraction thereofi To wers outside Canada-50 cents for any article of not more than 5 pages, an additional 50 cents Is necessary for each additional 5 pages or fraction thereof. ~ W M ~ S for p h ~ t ~ p r i n h should

be addressed to the National Reaearch Council, Ottawa, Canada.

Coupons are issued by the Council valued at 5, 25, and 50 cents. these can be used in payment for this service as well CIS cash

(stomps not acceptable), money order or cheque ( able at par in Ottawa credit National Research Cwndl). Coupons a n be used for the purchase of ail National R-rch Council publicatE. ,

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PART A

Books Devoted t o S o f l Meehanfcs Exelusf v e l g

*

SOIL MECHllMICS I N R O D CONSTRIJCTION Armstrong, C 0 F0

8 Edward Arnold and Coo,

London, 1950,

215 pages, S o i l Mechanics a s a p p l i e d t o road c o n s t r u c t i o n i s

t r e a t e d i n an elementary manner. Most s u b j e c t s w f t h t h e e x c e p t i o n of f r o s t a c t i o n a r e covered a d e q u a t e l y ,

THE ~CHANICS OF ENGINEZFiIBG SOILS Capper,

P, L,

and C a s s i e , W, Fo

E,

&

F.M,

Spon Ltd., London, 1949 ,

270 pages,

14

c h a p t e r s , T h i s book c o v e r s t h e f i e l d of s o i l mechanics i n a b r f e f b u t adequate manner, Some p r a c t i c a l examples

a r e g i v e n t o supplement t h e d i s c u s s i o n s on t h e v a r i o u s t h e o r i e s , SOIL TESTING FOR ENGINEERS

Lambe, T. W,

John Wiley and Sons, Mew Yopk, 1951e

165 pages, Thfs book g f v e s p r o c e d u r e s I n d e t a f l f o r a l l t h e c o m o n e n g i n e e r i n g t e s t s on s o f l s , The i n t e r p r e t a t f o n of t e s t r e s u l t s f s a l s o i n c l u d e d under e a c h procedure.

THE ELEMENTS OF SOIL MECHABICS I N THEORY I$ND PRACTICE

Hash,

K O

L,

Constable and Company, London, 3.951,

112 pages, A r e c o r d of f o u r l e c t u r e s d e l f v e r e d a t &Lngqs

College, London, The a u t h o r g f v e s a b r f e f s w v e y of t h e t h e o r y and p r a c t i c e of t h i s s u b j e c t from i t s beginnfng up t o t h e p r e s e n t , There a r e r e f e r e n c e s t o r e l e v a n t I f t e r a % u r e , T h i s s h o r t book would be a good s t a r t l n g p o i n t f o r an introduction t o t h e s u b j e c t .

(4)

F'OrnDATION EMGIrnERING

Peck, Ro

B.,

Hanson,

W, E,

and Thornburn,

T- He

John Wiley and Sons, New York, 1953,

4 l O

pages, 22 c h a p t e r s , Th9s book i s d i v i d e d i n t o

4

major section^,

( a ) P r o p e r t i e s of Subsurf ace Materf also

( b ) Types of Foundatfons and Methods of C o n s t r u c t i o n , ( c ) S e l e c t i o n of Foundation Type and B a s i s f o r Design. ( d ) S t r u c t u r a l Design of Foundation Elements.

The book was w r i t t e n p a r t i c u l a r l y f o r undergraduate s t u d e n t s , and hence i s a good elementary source,

INTRODUCTORY SOIL M'EXHANICS AND POTJ'NDATIONS Sowers, GOB. and Sowers, GeFo

The NacMillan Companyp New York, 1951,

284

pages, 1 0 c h a p t e r s , A s t i t l e iinp19esB t h f s i s an elemen- t a r y book w r i t t e n f o r undergraduate s t u d e n t s .

SOIL ENGIEJEERIMG Spangler,

N o

Go

I n t e r n a t f o n a l Textbook Company, Scranton, Pa., 1951 ,

A good elementary t e s t which c o v e r s some sub J e c t s which a r e normally ornltted i n many t e x t s , P r a c t i c a l examples a r e few, b u t

i a adequate f o r most f i e l d - w o r k and undergraduate s t u d i e s , FUNDAMENTALS OF SOIL PECHANICS

T a y l o r ,

D.

W e

John Wiley and Sons, Mew York, 1948,

700 pages, 20 c h a p t e r s . T h i s i s a comprehensive book d e a l f n g w i t h b o t h elementary and advanced p r i n c f p l e s , D e t a i l e d d i s c u s s i o n s

a r e p r e s e n t e d in such s u b j e c t s a s t h e o r y of c o n s o l i d a t i on, s h e a ~ s t r e n g t h and s l o p e s t a b i l i t y ,

THEORETICAL SOIL HECHANICS Terzaghi, K a r l

John Wiley and Sons, New York,

1943.

5 1 0 p a g e s B

19

c h a p t e r s , A s t h e t i t l e i m p l i e s , thfes book f a w r i t t e n f o r t h e most advanced s t u d e n t s ,

(5)

SOIE lyiECHANICS I B ENGINEERING PRACTICE T e r z a g h i , K a r l and Peck, R o B.

John W91ey and Sons, New York,

1948.

566 pages, 1 0 c h a p t e r s . T h i s i s probably t h e b e s t known and

most widely used s o i l mechanics r e f e r e n c e book. It i s d i v i d e d i n t o t h r e e s e c t i o n s .

( a ) P h y s i c a l P r o p e r t i e s of S o i l s .

(b) T h e o r e t i c a l S o i l Mechanics. .

( c ) Problems of Design and C o n s t r u c t i o n .

SOIE MECHANICS, FOUNDATIONS, AND EARTH STRUCTURES T s c h e b o t a r i o f f , G , P,

McGraw-Hill Book Coo, New York, 1951.

655

pages, 1 9 c h a p t e r s . T h i s book

i s

i n t e n d e d t o be a r e f e r e n c e book b o t h f o r t h e s t u d e n t and t h e f f e l d man, It i s w e l l f l l u s t r a - Led and h a s many p r a c t f c a l examples.

SOIL MECHANICS FOR ROAD EmGINEERS Her Ma j e s t y q s S t a t i o n e r y O f f i c e , London, 1952,

T h i s book, c o n t a i n i n g

541

pages, was w r i t t e n by t h e s t a f f of t h e Road Research L a b o r a t o r y of the Dept. of S c f e n t i f f c and I n d u s t r i a l Research, G r e a t B r i t a i n , I t I n c l u d e s s e c t i o n s on s o f l p h y s i c s , compaction, pavement desfgns, s o f l s t a b i l l z a t i o n , s t a b i l f t y o f s l o p e s and f'oundatfons of r o a d s and p r o c e d u r e s f o r a g r e a t v a r i e t y of so91 t e s t s . It f s w r i t t e n a s a r e f e r e n c e book.

CONTRIBUTIONS TO SOIL HECHANICS A25-1940 Boston So@, of C i v i l Engineers,

Boston, Mass., 1940.

A book c o n t a i n i n g t h e f o l l o w i n g p a p e r s p r e s e n t e d t o t h e Boston S o c l e t y of C i v i l Engineers,

l o Terz h i ,

Ho

Modern Conceptions Concerning Foundatf on Engfneering ( 1 9 2 3 0

2, Terzaghi, K o C o n c r e t e Roads

-

A

Problem

i n

Foundation E n g f n e e r h g

f

1927)

.

3.

Terzaghi,

K O

W e l l p o i n t Nethod f o r Handling Excavation of Foundation P i t a t New Sewage Pumping S t a t f o n ,

Lynn,

Mass.

(1927),

4.

Casagrande, A, The S t r u c t u r e of Clay and I t s Importance

i n

Foundation Engfnee p i n g ( 1932).

(6)

6.

Jurgenson, L o The Applicatfon of Theories of E l a s t i c f t y and

P l a s t i c i t y t o Foundation Problems (1934)~

7,

Jurgenson,

Lo

The Sheaping Resistance of S o i l s (1934)

,

8.

Rutledge, P,C, Recent Developments i n S o i l Testfng Apparatus (1935) 0

9. Casagrande, A o C h a r a e t e r f s t f c s of Cohesfonless S o i l s Affecting

the S t a b f l i t y of Slopes and E a r t h Ffllrs (1936)

loo Terzaghi, KO A Fundamental Fallacy i n E a r t h Pressure Computatfons

(1936)

11, Casagrande, A o Seepage Through Dams (1937)

,.

12. Taylor, Do

W,

Stability of E a ~ t h Slopes (193710

13,

Westergaard, H e M, P l a s t i c S t a t e of S t r e s s Around a Deep Well

( 1940) e

14.

Cummings, A, E, Dynamic P i l e D ~ f v f n g Pormulas ( 1 9 4 0 ) ~ CONTRIBUTIONS TO SOIL I'BCHAMICS 1941-53

Bostdn Soc, of C f v f l Engfneers, Boston, Mass.,

1953,

A book containing the followfng papers presented t o the Boston

8

Society of C i v i l Engineers,

l a Brown, F, S o Foundation I n v e s t f g a t i o n s f o r Franklin F a l l s Dam. 2, Fahlquist, F,

Eo Mew

Methods and Technique i n Subsurface

Explorations,

3 ,

Terzaghf, $. Undfsturbed Clay Samples and Uldfsturbed Clays,

4.

Terzaghi, Ko ~ h f e l d Tunnels of t h e Chicago Subway,

5 -

Casagrande, A,, C a r f l l o ,

I?.

Shear Failure of Anfsotropfe Materf a l s o

6.

Taylor, Do W, An Unusual Foundation Problem, the Alumnf Pool Building.

7. Casagrande, A, The P i l e Foundation f o r the John Heneoek Bufldfng i n Boston,

8.

Casagrande, A0 S o f l Mechanics i n t h e Desfgn and Constructfon of the Logan Airport,

9,

Crandell, F, J, Ground Vibratfon Due t o B l a s t i n g and I t s E f f e c t Upon S t r u c t u r e s .

(7)

1 0 , Casagrande, A , Notes on t h e Design of Earth Dams.

11, Larnbe, To W o S t a b i l i z a t i o n of S o i l s w f t h Calcfum A e r y l a t e , e 12, Casagrande, L. Electro-Osmotic S t a b i l f z a t i o n of S o f l s ,

b

13,

Terzaghi, K O P e ~ r n a f r o s t .

14,

Aldrich,

H o

Po Importance of t h e Net Load t o t h e S e t t l e m e n t of B u i l d f n g s i n Boston.

3.5,

Wilson, S, D o C o n t r o l of Foundation S e t t l e m e n t s by Pre-loadfng.

PART

B

Books on S u b j e c t s A l l i e d t o S o i l Mechanics SOIL PHYSICS

Baver,

L,

D,

John Wile y and Sons,

N e w York, 1940.

T h i s book f s w r i t t e n p r i m a r i l y f o r t h e a g r i c u l t u r a l s o i l s c f e n t f sts,

It c o v e r s such d e t a f l s a s t h e s t r u c t u r e of s o i l , the means w f t h which e i t r e t a f n s w a t e r and c l a y m f n e r a l s and c o l l o i d s , I n i t s r e s t r i c t e d

f i e l d s , it w f l l s e r v e a s a supplement t o t h e r e g u l a r books on so91 mechanics.

I

MANUAL O F SEDIHl3NTAFiY PETROGRAPHY

Krumbein, W, C, and F, S o P e t t f j o h n Apple ton-Century Coo,

New York, 1938,

T h i s book h a s a d e t a i l e d d i s c u s s f o n on t h e t h e o r y and v a r i o u s methods of t h e d e t e r m i n a t i o n of s o i l p a r t i c l e s f z e and g r a f n s i z e d i s t r i b u t i o n curves.

GEOLOGY AND ENGINEERING Legget,

R e

F a

McGraw-Hill Book Co,, New York, 1939,

I

T h i s b o o b t h r o u g h t h e use of m a n y examples, demonstrates t h e a p p l i c a t f on of geology t o c i v i l e n g i n e e r f n g work.

J

CLAY MIBaERBLOGY

G r i m ,

R o

Eo

McGraw-Hf 11 Book Co,

,

New Yerk, 1 9 5 3 ~

T h i s book g i v e s much fundamental i n f o r m a t f o n on c l a y s and c l a y m i n e r a l s , f ~ o m t h e m i n e r a l o g f c a l viewpoint.

(8)

LOW

DMS

N a t i o n a l Resources Committee Washington, Do C,,

1938.

n

T h i s Is a handbook p u b l f shed by t h e UoSo Dept. of I n t e r i o r ,

It

g i v e s desfgn c r i t e r i a f o r small dams, A s h o r t s e c t i o n i s devoted

i t o an elementary t r e a t m e n t of s o i l mechanics,

ElTGINEERING FOR DAMS

Creager,

W,

P,, J a I), J u s t i n , and J o Hinds

Jolm Wileg and Sons, New York, 1945.

C o n s f s t s of

3

volumes, Vol. 1 c o n t a i n s c h a p t e r s on I n v e s t i g a t i o n

of dam s i t e s , e r o s f o n , model s t u d i e s and f l o o d c o n d i t i o n design, Vol. 2 t r e a t s d e s i g n of a r c h e d and g r a v i t y c o n c r e t e dams, Vole

3

i n c l u d e s desfgn of e a r t h daqs i n c l u d f n g f o u n d a t i o n c o n d t t f o n s , s o i l t e s t s and t h e i r u t f l f z a t i o n , and ' a l s o rock f i l l , s t e e l and t i m b e r dams,

The f o l l o w f n g l i s t of books a r e devoted t o t h e d e s i g n of f o u n d a t i o n s f o r b u i l d i n g s , b r i d g e s and o t h e r spe c i a 1 c a s e s ,

l o SUBSTRITCTURE ANALYSIS AND DESIGN a Anderson, P au 1

Ronald P r e s s Co,, New Yo&, 1948.

J

2.

PILE

FOUNDATIONS

--

THEORY

-

DESIGN

-

PMCTICE C h e l l i s , Ro D o

McGraw-Hill Book Coo, New York, 1951e

3.

POUMDATIONS OF STRUCTURES Dunha%, C, W,

McGraw-3f 11 Book Co,

,

N e w York, 1950,

4,

FOUNDATIONS FOR HOUSES AND OTHER SMALL STRUCTURES E l g a r , Id.

H,

A r c h f t e c t u r a l P r e s s , London, 1951

0

5.

FOUNDATIONSo ABU!PENTS AND FOOTINGS

Hool, S, B, and B e S, h i n n e McGraw-Hill Book Co,,

UJ New York,

1943,

6 ,

FOUNDATIONS OF BRIDGES AND BUILDINGS

Jacoby, H a S, and Ro

P,

Davis

McGraw-Hill Book Co,

,

New YO*, 1931.

(9)

7 ,

STRUCTURAL FOUIJDATIONS Mfnfkfn,

R e R,

Crosby Lockwood and Sons, Ltdo London, 1948. a

8.

C 0 FFERDAlrlS White, Lo and E. Ao P r e n t i s Columbfa U n i v e r s i t y P r e s s , New York, 1940.

SUBSURFACE EXPLORATION AESD SAWLING OF SOILS FOR CIVIL ENGINEERING PURPOSES

Hvorslev, PI. J o

Waterways Experiment S t a t i o n , Vicksburg, M i ss,

,

1949,

519 pages, Contains d e t a i l s o f many sampling p r o c e d u r e s and

equipment, T h i s i s t h e b e s t known r e f e r e n c e on subsurface e x p l o r a t i o n f o r cf v f l e n g t n e e r i n g purposes,

PROCEDERE FOR TESTING SOILS

Amerf can S o c i e t y f o r T e s t f n g M a t e r i a l s p J u l y , 1950,

A manual I f s t f n g t h e AoSoTeMo procedures f o r t e s t f n g s o f l s f o r e n g i n e e r i n g purposes,

d

FROST ACTION I N ROADS AND AIRFIELDS: A REVIEW OF LITERATURE

1765-1951

Johnson, A, W o

S p e c i a l Report Noo 1, Highway Research Board, Washington, 1952,

A comprehensive review of l i t e r a t u r e on f r o s t a c t f o n , wfth

d i s c u s s i o n s on t h e t h e o r i e s of f r o s t heaving, and p r e v e n t i v e measures,

Proceedings and J o u r n a l s Which May Serve a s Source P l a t e r i a l on S o i l Mechanics L i t e r a t u r e

4 1 , GEOTECHNIQUE

Publfshed by t h e I n s t i t u t f o n of C i v f l Engineers, G r e a t George S t r e e t , London S,W,l,

J

A q u a p t e r l y journal devoted e x c l u s f vely t o s o i l mechanics. T h i s j o u r n a l 9s s t r o n g l y recomended. S u b s c r i p t f o n r a t e

7

1 p e r annum,

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2, Proceedings of F f r s t I n t e r n a t i o n a l Conference on S o i l Mechar.ics and Foundation Engineerfng

( 3

Volwnes)

C a w b r i d ~ e , Haas,, 19360

30

Proceedings of Second I n t e r n a t i o n a l Conference on S o i l Mechanics and Foundation Engfneering ( 7 Volumes)

Rotterdam,

1348,

4.

Proceedings of T h i r d I n t e r n a t i o n a l Conference on S o f l Mechanics and Foundation E r g f n e e r i n g

( 3

Volumes)

Zurich, 1953,

5.

P r o ~ e e d i n g s of t h e Purdue Conference on S o i l Nechanfcs and i t s A p p l i c a t i o n s

Purdue U n l v e r s f t y

L a f a y e t t e , I n d i a n a , 19400

6 . Proceedings of t h e Conference on S o i l Stabf l i z a t f o n

Mass. I n s t i t u t e of Technology, Cambridge, Mass,, 19520

7 *

Royal Swedish u e o t e c b n f c a l I n s t f t u t e Proceedings Stockholm, bweden,

These proceedfngs a r e p u b l i s h e d from time t o t f w , e a c h one d e a l i n g w f t h a p a r t i c u l a r s u b j e c t . A l i s t of t h e f i r s t s i x f o l l o w s :

No. 1 " S o i l Sampler with b e t a 1 F o i l s . Device f o r T a k h g Undisturbed samples of Very Great Length (1950)

,

KJellman,

W c g

T o d a l l s t e n f u s and 0, Wagerp

No, 2 ttThe Vane Borer. A r Apparatus f o r Determfning t h e S h e a r S t r e n g t h of Clay S o l 1s D i r e c t l y i n the G r o u ~ d

( 1 9 5 9 ) : ~ a d l i n g ~ L. and S o Odenstad.

Noo

3

"Device and Procedure f o r Loading T e s t s 061 P i l e s

( 1 9 ~ l ) ' ~ ~ j e l l ~ 1 a n ,

W.

and

Y,

E i l j e d a h l .

Noo

4

he

L a n d s l i d e a t S k o t t o r p on t h e Lidan R i v e r Feb. 2, 1940 (19Q)",s0 Odenstad.

'No,

5

"The L a n d s l f d e ~t S u r t e on t h e Gota River, S e p t . 29,

19SC (1952) \ B O Jakob son,

Noe

6

''A New Geotechnicak C l a s s i f i c a t i o n System (1953)" Kjellman, .?.,

L o

Cadling and

N,

Flodfn,

8,

Proceedfngs of thc. Pmerican Society of CivS1 Engfneers, 9, Proceedings of tho .4nlariean S o c i e t y f o r T e s t l n g M a t e r f a l s . 10. Proceedings o f t h e Zghway Research Board,

(11)

12, Engineerfig J o u r n a l

-

J o u r n a l o f E n g i n e e r i n g I n s t i t u t e of Canada,

A source of Canadian p a p e r s on f o u n d a t i o n and s o f l mechanics l f t e r a t u r e .

For l i t e r a t u r e on one p a r t f c u l a r a s p e c t of s o f l mechanfes l e t e r a - t u r e , it i s s u g g e s t e d t h a t t h e "Bibliography on SofP ~ e c h a n f c s " p u b l i s h e d by the I n s t i t u t i o n of C i d l Engineers, Great B p f t a f n , be c o n s u l t e d . This b i b l i o g r a p h y was publf shed f n 1950 and covered

l i t e r a t u r e p u b l f s h e d from 1920 t o 1946, T*ee supplements c o v e r l n g t h e y e a r s 1947-48# 1949-50 and 1951 have s i n c e been p u b l i s h e d ,

Copies may be obtafned f r o n I n s t i t u t i o n o f C i v i l Ehgineers, G r e a t George S t r e e t , London SoW,l,

L i b r a r y and Photocopying S e r v i c e of t h e N a t i o n a l Research Council

Most of t h e l i t e r a t u r e l i s t e d i n t h i s b f b l f o g r a p h y may be o b t a i n e d from t h e Lebrary of t h e Dfvfafon of Bufldfng Research o f t h e M o R e C , On r e q u e s t , c o p i e s may be l o a n e d f o r a p e r i o d n o t exceeding two weeks,

P r i v a t e c o p i e s of s h o r t e r a r t i c l e s *nay be o b t a f n e d through t h e photocopying s e r v f c e o f the N a t f o n a l Research Councf 1, R a t e s f o r t h i s s e r v i c e a r e a s follows:! t o u s e r s f n Canada

-

5 0 c e n t s f o r

a p h o t o p r i n t of any a r t f c l e of n o t more t h a n 10 pages,

Bn

a d d i t i o n a l 50 c e n t s is n e c e s s a r y f o r e a c h a d d i t f o n a l 10 pages o r f r a e t f o n

t h e r e o f , ( F e d e r a l agencfes a r e exempt f rorn charge.

9

t o u s e r s o u t s i d e Canada: - 5 0 c e n t s f o r any a r t f c l e of n o t more t h a n

5

pages, An a d d i t f o n a l 5 0 e e n t s i s n e c e s s a r y f o r e a c h a d d i t i o n a l

5

pages o r f r a c t f o n t h e r e o f .

Coupons a r e i s s u e d by t h e Council v a l u e d a t 5 0 e e n t s each, s o l d i n s h e e t s of t e n o r i n d i v f d u a l l y . These c a n be used f n payment f o r t h i s s e r v f c e a s w e l l a s c a s h (stamps n o t a c c e p t a b l e ) , money

o r d e r o r cheque ( p a y a b l e a t p a r i n Ottawa drawn t o t h e o r d e r of t h e Recefver General of Canada c r e d i t N a t f o n a l Research C ~ u n e f l ] ~ Unless

a c a s h r e f u n d i s s p e c f f f c a l l y r e q u e s t e d r e f u n d s w i l l be made by coupon f f t h e r e p r o d u c t i o n cannot be s u p p l f ed.

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