- 13 9891

- 3 1991

- 454 2991

- 4083 2991

- 4 /3/ 2991 .

1-

2-

3-

1-

2-

3-

4- 5-

4-

5-

6-

7-

8-

9-

01- 11- 21- 31-

6-

7-

8- 9-

1- 2- 3- 4- 5- 6-

13 9891

.

.

.

(1)

:

1/1 .............(6)

1/ 2 .........(6)

1/2/1 2/2/1 3/2/1

:

1/2 .............(31)

1/1/2

2/1/2

2/2 ........... (41)

1/2/2

2/2/2 3/2/2 4/2/2 5/2/2

3/2 ........(91)

1/3/2

2/3/2

4/2 .........(02)

1/4/2 2/4/2

(2)

:

1/3 ............. (22)

2/3 .......... (22)

1/2/3 - 2/2/3

3/2/3 4/2/3 5/2/3

3/3 ...........(72)

1/3/3

2/3/3

3 / 4

.......(23)

5/3 .......(43)

6/3 ........(43)

1/6/3 2/6/3

3/6/3 4/6/3

5/6/3 6/6/3

7/6/3 8/6/3

7/3 .........(14)

8/3 ............(34)

1/8/3

2/8/3 3/8/3

(3)

9/3 ..............(54)

1/9/3 2/9/3

3/9/3 4/9/3

01/3 ..............(05)

1/01/3 2/01/3 3/01/3

4/01/3 5/01/3

6/01/3 7/01/3

8/01/3

11/3 ...................(65)

1/11/3 2/11/3

:

1/4 ...........(75)

1/1/4 2/1/4

3/1/4 4/1/4

5/1/4

2/4 ...........(36)

1/2/4 2/2/4

3/2/4

(4)

3/4 ............(46)

1/3/4 2/3/4

3/3/4 4/3/4

5/3/4 6/3/4

4/4

..........(96)

1/4/4 2/4/4 3/4/4 4/4/4

5/4/4

5/4 .......................(28)

1/5/4 2/5/4 3/5/4 4/5/4 5/5/4

6/4 ........(88)

1/6/4

2/6/4 3/6/4 4/6/4

5/6/4 6/6/4

7/6/4

7/4 ...............(49)

1/7/4

(5)

2/7/4 3/7/4

4/7/4 5/7/4

6/7/4

8/4 .................(101)1/8/4

2/8/4 3/8/4

:

1/5 .......................(801)

1/1/5

2/1/5 3/1/5

4/1/5 5/1/5

6/1/5 7/1/5

8/1/5 9/1/5

01/1/5

2/5 .................... (211)

1/2/5 2/2/5

3/5 .........(311)

1/3/5

2/3/5

() ...............(611) ..............(421) ................(521)

.......(621)

(6)

1/1

.

1/ 2 1/2/1 :

() )serutcurts no sdaoL( :

.() )noitadnuoF( :

.() )serutcurtsbuS( :

.() )lioS detadilosnocrevO( :

.

(7)

() )ytisnetnI gnidaoL ssorG( :

.

() )ytisnetnI gnidaoL teN( : ( )

.()

)erusserP gniraeB elbawollA( : :-

* .* .

* .* .

() )erusserP gniraeB demuserP( :

.() )reyal noitadnuoF( :

.

() .

(8)

() )yticapaC gniraeB etamitlU( :

.()

)yticapaC gniraeB etamitlU teN(

: .

.() )noitadnuoF fo aerA gniraeB( :

.() )noitcaeR edargbuS fo suludoM( :

.() )xednI yticitsalP()IP( :

)timiL diuqiL()LL( )timiL citsalP( )LP(

LP LL = IP )1(

2/2/1 :() )snoitadnuoF pirtS( :

.() )noitadnuoF tfaR( :

.

(9)

() )maeB dnuorG( :

.

() )noitadnuoF daP( : .

3/2/1 :

() )gnikcaP( :

.() )daoL foorP( :

. ( ).

() ( )[) daoL gnikroW( daoL eliP elbawollA ] :

.

.() ) eliP yranimilerP( :

.

(01)

() ) eliP noitcirF( :

.() )eliP gniraeB( :

.() )eliP epiP( :

)eohS(. .

() )eliP deroB retemaiD egraL( :

.

() )eliP nevirD( : )rotarbiV( .

() )eliP tseT( : .

() )eliP tsacerP( : .

() )eliP noisneT( : .

(11)

() )H( )eliP H( :

)H( )egnalF( )beW(.

() )eliP rettaB eliP gnikaR( : .

() )eliP desaC( : .()

)eliP ecalP-ni-tsaC deroB( :

.()

)eliP ecalP-ni-tsaC nevirD( : .

() )seliP teehS( : .

. .() )temleH( :

.

(21)

() )paC eliP( :

.()

)eliP a fo yticapaC gniraeB etamitlU( : .

() )seliP fo puorG( : .

() )ytefaS fo rotcaF( : .

(31)

1/2 1/1/2 :

:-()

.()

.() .

2/1/2 :

() :-

* .* .

() :-

:-= ()= ().

(41)

.

() :-

= ()= ().

() ( ) .

2/2

1/2/2 )sgnitooF nmuloC ro daP( :()

.() .

.()

.

(51)

2/2/2 )sgnitooF denibmoC( :

() :-

* .

* .* .

() .

3/2/2 )snoitadnuoF pirtS( :()

.() (

).() :-

* )sgnitooF llaW( : .

(61)

*

)sdaoL gnivoM rof sgnitooF pirtS( :

)enarC(.* )sgnitooF suounitnoC( :

.

()

.

() :-* .

* .*

.* .

*

.* / .

(71)

* .

* [ (1) ] :-- .

- .

(1)

(2).

*

(2)

(81)

4/2/2 )gnitooF revelitnaC( :

() [ (3)].

(3)

5/2/2 )noitadnuoF tfaR( :()

.() :-

* .

* .

(91)

() .

(01/3) .

3/2 )snoitadnuoF peeD(1/3/2 )sreiP( :

() .

() .

() .

2/3/2 )snoitadnuoF eliP( :()

.() .

() :-* )seliP etercnoC decrofnieR tsacerP(.

(02)

* ecalp-ni-tsaC nevirD(

) seliP.* ecalp-ni-tsaC deroB(

) seliP.* )seliP leetS(.

() .

() .

() .() :-

* : .

* : .

4/2 )sllaW gniniateR(2/1/4 :

.

(12)

2/4/2 :

:-* )llaW ytivarG( :

.

* )llaW revelitnaC( : )noitcA revelitnaC(

.*

)llaW gniniateR trofretnuoC( : ( ) .

.*

)llaW gniniateR desserttuB( : ( ).

(22)

1/3

.

2/3 1/2/3 :

) ( - (4).

.() -

.

(32)

2/2/3 :

() (1/2/1) (1/2/1).() )ihgazreT deifidoM(

:-

:- = ( / ).

= ( / ). = ( / ).

= ( / ). retaW eroP(

)erusserP . =

( / ). )B(

( ) :-

= ( / ). .

(42)

= ( / ).

= ().

(2)

(1).

= =

B = ().

D = ().

L = ().

3/2/3 :

() .

:-

= (). = ().

= ().

() .

(52)

(1)

(62)

(2)

4/2/3 :

() )lioS elbisserpmoC( )2( )3( )c(

:-

)6(

)7(

: = )c( ( / ).

= ( ).

5/2/3 :

.

(72)

3/3

1/3/3 :() :

(1) (2/3/3).

)8(

:-

= ( ). =

( ).(2)

:

:- = ( / ).

= ( ). =

( / ). =

( ).

(82)

(3) ( )

( ) :-*

:-

= ( / ) = .

= [ (5) ] )nevirD(

)deroB(.

(5) ( )

(92)

* :

:- ( / ). ( / )

.

=

= [ (6) ]. [

(3) ].=

( / ). ( )

.

( ) .

=

= ( ).

(4).

(03)

(6)

(3)

)k(

K

(13)

(4)

:-

:-

:-

N = .

H = ().

D = ().

:-

(23)

:-

)N( )H( )D( .

() :

.

2/3/3 :() (1/3/3) .

.

() D MTSA()3411.

3/ 4

1/4/3 .

2/4/3 )puorg .uQ( .

(33)

:-

= ().

= [ (1)]

= ( ) ( / ).

= ( ) ( / ).

= ().

.

.

P (7)

(43)

3/4/3 .

3/4/4 (4/5/4).

3/5

3/1/5 .

3/2/5 :-* .

* )ruocS(.* )tfoS( .

* .

6/3

3/1/6 :

() (2/3) )c( .

(53)

() .

() (5) .

(5)

2/6/3 : )c( .

(63)

3/6/3 :

) lioS -c no snoitadnuoF(

() .() (2/3) .

() )c(

.

4/6/3 :() .

()

:-* .

*

.()

(4/6/3) :-

(73)

*

(4/6/3).* /

.* .

* )elbixelF( .)stnioJ tnemevoM(

* .

* ( )

.

5/6/3 :() )puorG etitcemS( )etinolliromtnoM( )etillI(

.

(83)

() )xednI yticitsalP(.

(8).

(8)

(93)

() )ytivitcA()A( :-

()

-()

:-*

(01).

* ( ) )enehtyloP(

.*

.* .

.

(04)

* .

.* )stnioJ tnemevoM(

.* .

() :-

*

.*

.* .

* .

(14)

6/6/3 :

mreT gnoL()tnemeltteS .

7/6/3 :

. .

8/6/3 :

.

7/3

1/7/3 .

:-

:-

(/ ).

=

(24)

= (/ ).

= ().

= ().

.

3/2/7 )DQR( )DQR( / / /

( ).

3/7/3 )DQR( )noitalopretnI raeniL(

4/7/3

.

5/7/3

(34)

. .

.

8/3

1/8/3 :

)F( .

:-

:-= ( / ).

= ().

2/8/3 : )F(

:-

(44)

* .

* .* .

* .* .

* .* .

* .*

.* .

* .

3/8/3 :

(2/8/3) .

(54)

9/3 )tnemeltteS(

1/9/3 :() .

)ciportosI dna suoenegomoH(.() :

: -* )tnemeltteS etaidemmI( :

.

* )tnemeltteS noitadilosnoC( :

:-- )noitadilosnoC yramirP( :

.

(64)

- )noitadilosnoC yradnoceS( : )noitapissiD(

. .()

.()

)peerC mreT-gnoL(.()

.

2/9/3 :()

.()

.[ )1(] .

3/9/3 :() (2/9/3).

(74)

()

.() noitadilosnoC()scitsiretcarahC )suludoM sgnuoY( )oitaR snossioP( [

(1,2,3)]. .() )retemodeO(

[ (5),(4)].

4/9/3 )tnemeltteS laitnereffiD(:() :

(1)

.(2)

.(3) .

(84)

() :

:-*

)digiR(. .* .

* .* .

* .* .

() :

(1) )noitrotsiD ralugnA( (6) (7).

(2) (6) (7) .

(94)

(6)

-

-

- .

-

-

-

-

-

(05)

(7)

()

()

01/3 )noitcaeR edargbuS fo suludoM(

1/01/3 :() . :-

(15)

:- = ( / /).

= ( / ). = ().

() [ (6/12/6)

] ( ) ( ).()

( ) .

() .

()

.

2/01/3 :()

(25)

( )

:-

:- = ( / /).

= ( / /).

= .

() ( ) :-

() :-

() ( ) :-

:- = (). = ().

(35)

3/01/3 ( ) :

:-

:- = ( / ).

= ( / ). = ().

= (). = .

:-

4/01/3 ( ) :

:-

:- = ( / /).

= ( / ).

( )

.

(45)

5/01/3 ( ):

( ) (8) (9). (8)

( )

( ) (/2/)

( ) (/2/)

(9)

( )

(/2)( ) (/2/)

(55)

6/01/3 :

() ytidigiR laruxelF()IE ( )

.

() ( ) )erutcurtsrepuS( . ( )

( ).

7/01/3 :

( ).

8/01/3 :)noitcaeR edargbuS fo suludoM laretaL(

:-

:-= ( / /).

= ( / ).

(65)

11/3

3/1/11 :

(2/3) (3/3) (4/3).

2/11/3 :() :

(1/9/3) (2/9/3) (3/9/3) (4/9/3).() :

:-* .

* .* .

* .

(75)

1/4 4/1/1 :

)serutcurtsrepuS( )serutcurtsbuS( . .

:-* .

* .* .

* .* .

* .* )noisorE gnipiP ro noisorE ecafrusbuS(

)secroF egapeeS( .* .

(85)

2/1/4 :

()

.()

.

3/1/4 :() (4/9/3).

() (2/9/3) (3/9/3).

4/1/4 :

. :-* .

* .* .

5/1/4 :

(1) :(1)

(95)

(5/1/4) .(2) .

(3)

.

() :(1)

.(2)

.(3)

.(4) .

.(5) (

).

() :(1) .

(2) .

(06)

() :

(1) .(2)

:-

:- = .

= . = . = .

(3) )ecnatsiseR evissaP(

.(4) )D( )B(

.

() :(1) :

* .

(16)

* eroP()erusserP . )detadilosnocrevO( (

).

(2) :*

)ytisneD kluB( .*

.* )G()suludoM raehS cimanyD( )E( )suludoM citsalE(

)oitaR nossioP( .

(26)

(3) :

* )ecnanoseR( )ycneuqerF lacitirC(

.* )edutilpmA( . .

.*

:-

- )senignE gnitacorpiceR(

)metsyS lioS-noitadnuoF( .- .

.- )sgnitnuoM noitarbiV-itnA(

.

(36)

* )denibmoC(

.*

.*

.

2/4 1/2/4 :

.

2/2/4 :

() .

() .

() .

(46)

3/2/4 :

:-* .* .

* .

* .

3/4 1/3/4 :

() :-* .

* .

* .* .

(56)

* .() (01).

2/3/4 :() .

() .

() [ (6)].

3/3/4 :() (1/2) (2/2) .

() .

4/3/4 : :

(1) . )srefiuqA(

.

(2)

(66)

(01)

*

() () () () () () () () ()

* (91)

.

(76)

.

.

(3)

(01).

(4) .

.

(5)

. .

(6) .

(7) (5/6/3).

5/3/4 :

() .

() .

(86)

[

)6(].

6/3/4 :()

.() )e( .

() .

:-

:-

= ( / ). = ( ).

= )x( ( .) :-

= )Y( ( .)

:-

(96)

= )Y( ().

= ( ) (). = ) ( (4). = )Y( (4).

= ) ( (). = )Y( ().

() )63( .

4/4

4/1/4 :()

)erusserP tcatnoC(

.

() :-

(07)

* :

.

.

* : .

.

* :

(6/3/4).

* :

. .

(17)

2/4/4 :

() (1) )noitcaeR edargbuS(. .

.(2) .

() :

(1) (4/4/4) (5/4/4).

(2) .

() .:

(1) .

(2) (01/3) .

(3)

.

(27)

() :

(5/1/4) (5/1/4) .

3/4/4 :() :

(1) .

(2)

.(3) .

(4) .

(5) (6/3/4) .

(6) .

(37)

[ (9) ].

(9)

() :

(1) (2)

(3/4/4).(2) (6/3/4)

.

(47)

4/4/4 :

() :(1)

.

(2) :-

:- = .

= ( / ).

= ( ).

= ( / ). = ().

(3) ()ytidigiR laruxelF(

:-

(57)

:

= (). = ().

= ( / ).

= (). = ().

(4)

.

() :

.

. :-

:- = ().

(67)

= ( / )

[ (01/3) ].

() : [ )7(].

() :

(1)

:-* .

* .* .

* (2)

.(3) [ (01) ]:-

(77)

:-

= (). =

( ). = (- ).

= ( / ).

(4) [ (01)]:-

[ (01)] :-

:-

= ( /).

= ( /).

(87)

= ().

= ()

(5) :-

:-

= ( /).

= ().

(6) )24( )34( .

[ (11)].(7) [

(21)]:-

(97)

:- =

( ).

= ().

= ().

(8) )54( [ (21)]:-

:-

= ( / ). = ( / ).

)64(

:-

(08)

(01)

(11)

(21)

(18)

4/5/4 :

() :(1)

.(2) :-

* .* .

(4/4/4) (4/4/4).

() :

(1) (4/4/4)

(4/4/4).(2) :-

* .

* .

(28)

* (4/4/4) (4/4/4)

.*

.

() :- )dohteM etalP citsalE( etiniF()dohteM ecnereffiD )dohteM tnemelE etiniF(

.

5/4

1/5/4 :() .

.() :-

* .* .

(38)

2/5/4 :

() :

)eohS( )gulP(.() :

.() :

.

3/5/4 :() :

.

:*

.

* . .

.

(48)

*

.

() :(1) . /

.(2) :-

* .

*

() : .

() :

(1) .(2)

.(3)

.

(58)

4/5/4 :

() :(1)

)evaeH( .(2)

.(3) .

.

() :(1)

.(2) (11).

() :

(1) .

(68)

(11)

()

(2) . . )qsenissuoB( (8/6)

.

() : . . ( 1/9/3)

.

(78)

() :(1)

[ )8( ].(2)

.(3) . [ )9( (01) ]. (4/5/4) [ )9(].

)9( )11(.

5/5/4 :() .

() .

(88)

() )staelC( .

)raehS gnihcnuP(.

() ( )

(3/5/4).

6/4 )sreiP( :1/6/4 :

() .

()

.() . )epahS lleB(

)yrrulS(

(98)

. )gnisaC( .

.()

.()

.

2/6/4 :()

.

() :-* :

.

.

* :

.

(09)

* :

.

3/6/4 :

() :

.

() : ( ) .

.() :

.

() :

:-* / .

* .

(19)

() :

( ) .

.() :

(5/3) .

4/6/4 :

)erusserP htraE evissaP( .

.

5/6/4 :()

.() .

.

(29)

6/6/4 :

() )lleB(: .

.() )paC( :

.

)slewoD( )stloB rohcnA( .() :

(1) . )slewoD( )htgneL egarohcnA( .

.

(2)

.

() :

.

(39)

.

7/6/4 :() :-

* .

* .

() .

()

:-

:-

= (). = ().

= (/ ).

()

( )

(49)

()

.

7/4 1/7/4

() .

() . tnemelE etiniF(

)dohteM.

2/7/4 )tseR ta erusserP htraE( :() )muirbiliuqE citsalE(

.() (21).

(59)

(21)

)detadilosnoC yllamroN(

()

.

3/7/4 )erusserP htraE evitcA( :()

.() (31)

.

(69)

(31)

/

)H(

() .

4/7/4 )erusserP htraE evissaP( :

() .

() .

(79)

4/5/7 :

() :(1)

. :* )yroehT eniknaR(.

* )yroehT bmoluoC(.* )sdohteM lacihparG(.

(2)

.(3) )eniknaR( .

() :

(1) : .

)h( :-

:-

= ( / ). = .

(89)

= ( /

). =

().

(2) : :

:-

= . = .

= ( ).

= ( ).

)25( )35( :-

(99)

(3) : )h(

:-

:-

= ( / ). = ( / ).

= ( / ).

6/7/4 :

() :(1)

.

(001)

(2)

.(3)

)h( :-

: = ( / ).

= ( / )

= / . =

().

() :(1)

.(2) (6/7/4) )h(

.(3)

.

(101)

8/4

1/8/4 :() (31)

:-

(31)

(201)

:-

= ( /). = ( ) ( /). = ( ) ( /).

= ( /). =

( /).

= ( /). = ( /).

= ( /).

= . =

( /).

(301)

= ( / ).

= ().

= ().

= ().

() )enoZ noisneT( .

() (41).() ( ) (41).

()

()

() .

(401)

(41)

(/2)

:- - - . - -

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() muirbiliuqE citsalP muirbiliuqE citsalE ssertS noitcirF noitcirF lanretnI noitcirF ecafruStseT daoL

Bearing Displacement Small Displacement Large Displacement Foundation Wall Footing Raft Foundation Pile Foundation Shallow Foundation Strip Foundation Deep Foundation Pier Continuous footing Combined Footing Cantilever Footing Consideration Horizontal I llite Buckling Strain Shrinkage

)(Boring Polythene

)117(

Expanded Polystyrene

)(Dissipation Shoring Overconsolidated Soil

Organic Soil Cohesionless Soil Compressible Soil Expansive Soil Cohesive Soil Deflection Frequency Critical Frequency Deformation Angular Distortion Plastic Deformation Elastic Deformation Consolidation Primary Consolidation Secondary Consolidation Subsurface Erosion-piping Erosion Casing Seasonal Change Structural Interaction Adhesion Cohesion

)(Beam Ground Beam Rigid Lateral Wall Gravity Wall Retaining Wall

)118(

Buttressed Retaining Wall Counterfort Retaining Wall Cantilever Wall Web Bell Rigidity Flexural Rigidity Relative Rigidity Drought Flange

)( Scour Packing Ultimate Load Working Load Service Load Lateral Load Live Load Imposed Load Allowable Pile Load Dynamic Load Wind Load Earthquake Load Proof Load Non vertical Load Moving Load Dead Load

)(Wedge Pile Preliminary Pile Friction Pile Bearing Pile Steel Bearing Pile

Pipe Pile

)119(

Large Diameter Bored Pile Driven Pile Test Pile Precasteinforced Concrete Pile Precast Pile Tension Pile H Pile H Sheet Pile Raking Pile Batter Pile Bored Cast-in-place Pile Driven Cast-in-place Pile Cased Pile Consolidation Characteristics Helmet )(Vertical Subgrade Reaction Resonance

)(Angle Angle of Friction Angle of Shear Resistance Long-term Creep

)(Overconsolidated Plug Behaviour

Thickness

)120(

)(Very Stiff

)(Net Loading Intensity Gross Loading Intensity Allowable Bearing Pressure Presumed Bearing Capacity Earth Pressure Active Earth Pressure Passive Earth Pressure Earth Pressure at Rest Effective Soil Pressure Excessive Pore Pressure Pore Water Pressure

)(Stratum Foundation Layer Soft Finite Element Method Finite Difference Method Elastic Plate Method Anchorage Length

)(Width

)(Concrete Cover

Piers

)121(

)(Joint Slip Joint Movement Joint Weephole Cantilever Action

)(Soldier Pad Foundation Column Foundation Ultimate Bearing Capacity Ultimate Bearing Capacity Of a Pile Net Ultimate Bearing Capacity Bearing Plate Shear Punching Shear Cap Pile Cap Consistency Force Seepage Force

)(Stirrup Relative Density Dense Very Dense

)(Eccentricity

)122(

)( Ground Water Pore Water Elastic Material Owner Building Owner Adjoining Owner Pulsative Homogenous Pile Group Smectite Group Reciprocating Engine Resultant Boiler Horizontal Component Vertical Component Flexible-Elastic Bearing Area of Foundation Contact Area Porosity Aquifer Anchor Bolt Factor-Coefficient Factor of Safety Shape Factor Plasticity Index Modulus Modulus of Subgrade Reaction Dynamic Shear Modulus Elastic Modulus

Permeability Coefficient Submerged Presumed Loose

)123(

Very Loose Strength Shear Strength Slurry Montmorillonite Foundation Level Substructure Superstructure Temporary Structure Rake Isotropic

)(Slenderness Dewatering - Void Ratio Substructure System Drainage System

)(Settlement Consolidation Settlement Free Settlement Long Term Settlement Immediate Settlement Short Term Settlement Differential Settlement

)(Dowel Anti-vibration Mounting Cleat

)124(

1. BRITISH STANDARD CODE OF PRACTICE CP 2004 : 1972FOUNDATIONS.

2. NATIONAL BUILDING CODE OF CANDA, 1972. 3. TOMLINSON, M.J. FOUNDATION DESIGN AND CONSTRUCTION, PITMAN

PUBLISHING LIMITED, 3 RD EDITION, 1975. 4. BOWELS, JOSEPH E.FOUDATION ANALYSIS AND DESIGN.,

McGRAW-HILL BOOK COMPANY, SECOND EDITION, 1977

5. DUNHAM, CLARENCE E. FOUNDATION OF STRUCTURE. 6. WINTERKORN, HANS F.AND FANG, HSAI-YANG FOUNDATION ENGINEERING

HANDBOOK. VAN NOSTRAND REINHOLD COMPANY. 7. SEMINAR ON BUILDINGS ON CLAY SOIL IN JORDAN HELD AT THE ROYAL

SCIENTIFIC SOCIETY, AMMAN, FEBRUARY 1983.

8. ACI COMMITTEE 436, SUGGESTED DESIGN PROCEDURES FOR COMBINEDFOOTINGS AND MATS (ACI 336-2R-66) AMERICAN CONCRETE INSTITUTE,DETROIT, 1972.

9. ACI COMMITTEE 366,SUGGESTED DESIGN AND CONSTRUCTION

PROCEDURES FOR PIER FOUNDATIONS. (ACI 336. 3 R-72) AMERICANCONCRETE INSTITUTE,DETRIOT,1972.

10. DUNCAN J.M. AND BUCHIGNANI A.L. AN ENGINEERING MANUAL FOR

SETTLEMENT STUDIES, UNIVERSITY OF CALIFORNIA, BERKELEY,JUNE 1976. 11. NAVFAC DM 7 DESIGN MANUAL OF SOIL MECHANICS, FOUNDATION AND

EARTH STRUCTURES. DEPARTMENT OF THE NAVY,MARCH 1971.

12. SOWERS G.B AND SOWERS G.F. INTRODUCTORY SOIL MECHANICS AND

FOUNDATIONS. MCMILLAN PUBLISHING CO. NEW YORK, THIRD EDITION.

)125(

1. TERZAGHI K. AND PECK R.B. SOIL MECHANICS IN ENGINEERING PRACTICE. SECOND

EDITION 1976 NEW YORK, WILEY.

2. SKEMPTON A.W. AND BJERRUM L.A CONTRIBUTION TO THE SETTLEMENT ANALYSISOF FOUNDATION ON CLAY. GEOTECHNIQUE 1957 7 168 - 78.

3. TERZAGHI K. THEORETICAL SOIL MECHANICS. 1943, NEW YORK,

WILEY.

4. GIBSON R.E. AND LUMB P. NUMERICAL SOLUTION OF SOME PROBLEMS IN THECONSOLIDATION OF CLAY. PROC. INSTN CIV. ENGRS 1953 2 Pt. 1 182 98.

5. SCHIFFMAN R.L.,CHEN A.T.H. AND JORDAN J.C. AN ANALYSIS OF CONSOLIDTION

THEORIES J. SOIL MECH. FNDNS DIV. AM. SOC. CIV ENGRS 1969 95 SMI 285 - 321.

6. COX R.L. AND GOLLIN G.J. The PROTECTION OF BOILER HOUSE FLOORS. INSTN HEAT.VENT. ENGRS. 1966 34 146 53.

7. HETENYI, M.,BEAMS ON ELASTIC FOUNDATION. UNIVERSITY OF MICHIGAN PRESS,

1946.

8. KEZDI A. BEARING CAPACITY OF PILES AND PILE GROUPS.PROC.4 TH INT. CONF. SOIL MECH. 1957 2 46 51.

9. WHITAKER T. EXPERIMENTS WITH MODEL PILES IN GROUP. GEOTECHNIQUE 1957 7 147

67.

10. WHITAKER T. SOME EXPERIMENTS ON MODEL PILED FOUNDATION IN CLAY. BUILDING RESEARCH CURRENT PAPER.

(SI Units)

3 2

2 N

/ /2/ /2 C

= 18,9

. = 18,9 .

/ = 18,9 /

/ = 1890,0 /

/ = 18,9 /

/ = 18,9 /

201,0 = 1 201,0 . = 1 .201,0 / = 1 /

02,01 / = 1 / 201,0 / = 1 /

101,0 / = 1 /

:

.

: .

: :-

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.

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.

:

.

:

.

:

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