! " "

##

$% " & " " & ( ) % " " " ( * % " " + & , " ( - % ( ( " ( . % " " & ( + " / 0% " " "# & ( 12% " & " " 3% ( ! " " & ( 4%

$% 5 $% 5

5 " 6 " " " , " 6 % " 7 " " & , "8# & " , ! # " " & " 69" : " " " " , " ( " 69" " " & , " 6

; "

) % 5 ) % 5

" + 6

, " "

5 , " " ) . ?

( " " ( ( " " (

, " & ( , " & (

( (

& ( " " ( & ( " " (

! @ ! @ 6 " ( 6 " ( AA

(

,

+ ( + (

MAGNITUDE : mesure la puissance du sisme (est fonction de lnergie libre)INTENSITE MACROSISMIQUE : caractrise les effets observs en surface

M=6

M=5M=4

M=7

M=8

Faille

Pro

fond

eur

(km

)

0

15

30

FRANCE

Turquie, Grce, I talie

IZM IT, CHI -CHI

C. MARTIN

+ " " + &" + " " + &"

MAGNITUDE LONGUEUR COUL ISSAGE DUREE REJETde RUPTURE MOYEN de RUPTURE SURFACE

4.0 1 km 1 cm 0.2-0.4 s 0

5.0 2 - 4 km 3 - 8 cm 0.5-2 s 0

6.0 10 - 20 km 10 - 30 cm 2-5 s 0-30 cm

7.0 40 - 80 km 0.5 - 2 m 8-20 s 0-2 m

8.0 150 - 300 km 3 - 7 m 40-80 s 0 - 5 m

9.0 500 - 1000 km 10 -20 m 200-300s 0 - 15 m

&"

! " " (

+ " "

+ + B C " + " ,

* % = D * % = D

# , ; 8 " " " 6

" " 6 " " E , & ( ( F G , H , " 8& & " ( & 6

- % - % 5 5

5 ( ( " & 6 6"

6 6" & " : " C&

( +

" # " /

& " " &" + + " & + &! " & " & + &! 8 ! ! ; " "

( "

( " &" 8# " " # " " # & " ,

&& " I " + " " E& H " " G J , , " "

5 32#. 0. ) ) F " $432

! " " # $ % & " ( ! " " # $ % & " (

+ (

? 6 E " G

, +

" "

D

+

"

"

/

5 / 5 / 5 5

5

9" " " & " ( & & " , " ( % " , " + C

5

9" " " & " ( L & & 8# ! 6" " , # ! 6" " " ,

5 9" " J ( , & & " , " 8# 69" " ! 6" " "

= 5 / E " $- $44$G

GUADELOUPE

MARTINIQUE

L iste des communes :www.pr im.net

5 = ) * " # " " + % , -) * " # " " + % , -

" " ;

L & ?

" " " "

QD E C

! " ( " , 6 6 G

E F " G

F

5 6

F

, " 8

W =

8 , + , !

8 J " , # C& " "#

6" 8# " 6" ( # " + " E " ! "

=5 4) =5 4)

5 5 5 Q =

Q 5

# " " ( ( , " E G 8 "

# L & " 8

5 5 Y

" ! " ! +( & #J#& 8J & " +

" " & " &

& " & & "

L& &>

& " ( & &

& " & & &

L& & " &

& "

$% / 5

& " " ( & " "

) % 5

& " + " >+ 4)

& " " & " " (

& " + " 3

& " " (

& " " (

/ M E G tttt rrrr rrrr $O( $. /0 %$ - $ $# 1 2$

3$ 4 5 ( $ 1 1 # $ # (t $ %% $1$4 16 r $ %% $ % 3 # $ # 1$ $ 4

$ 3 # $ # % %% ! 7 1 # $ # $ # 8 1$ # $ # ! 7 (

r $ $ %% # $ 44 $ %% $ 1$ 9 # : 4

3 4 3 %$ $ # 1% $ (

$ %% $# 1$ # 1 : 1 3 4

; # 9 # $# 1$ 6 4 1 # 1 6 4 $ # # 1 $ (

/ D 5

B C D

Ia 1 1,5 2Ib 1,5 2 2,5I I 2,5 3 3,5I I I 3,5 4 4,5

" O P

" & " "

TYPE DE SOL

Pntromtre Statique :

SPT

Pressiomtre

Rsistance

Densit relative

Vitesse des ondes deCisaillement

Rsistance

(MPa)

Nombre de coups

Module

(MPa)

Pression Limite (MPa)

Compressionsimple (MPa)

(%)

(m/s)

ROCHERS

Rochers sains et craies dures

>100

>5

>10

>800

Sols de bonne trs bonne

Sols granulaires compacts

>15

>30

>20

>2

>60

rsistancemcanique (type a)

Sols cohrents

(argiles ou marnes dures)

>5

>25

>2

>0,4

>400

Rocher altr ou fractur

50 100

2,5 5

1 10

300 800

Sols de rsistancemcanique

Sols granulaires

moyennement compacts

5 15

10 30

6 20

1 2

40 60

150 moyenne (type b)

Sols cohrents moyennementconsistants et craies tendres

1,5 5

5 25

0,5 2

0,1 0,4

400

Sols de faible

rsistance

Sols granulaires l ches

CLASSIFICATION DES SITES

S0 S1 S2 S3

Rgles PS 92

& " " + " G+ " G

5 >+ & ( " & && " J 6F " 8

69" " C >+ , " & " + 4) G

+ " " & 6 + + , " "

+ " J " ! +

" ! +

5 " & " " & ( + "

# , & & " " " C & 6

# >+ & ( , " : " " & " J &&( & " " 6 "

# && " " & " 7 I " C & " " & (

" " ! L& " ! > + " " "

# 5 & 6" , " & C

0% 0% ## 55 1 55 1

&" ! " " & ( & " " " " &" " "

! " " , 6 J " C

B && " >+ & (

& " " " , "

B [ , +

" C ( " C " >+ "

2% 2% 5 5

" " # " " & + &! ( # " & + +

" ! " # & " L (

" &

" " # ( " # + " " # 6 " ! C

/ " ,

2%$% " "

+

&" " " " & + &! ( & >+ 4)

H/3 H/4

150 cm/s

170 cm/s

35 cm/s

T ~ 2s

ALEA REGIONAL

ALEA LOCAL

& " L (

+ "

; "

&" ( " & >+ 4)

# 5 " " ( 6 " 6+ " " ( 6 6 9 ! " " + "

# ! ( 6 8% " " "

6

2%* % U C

F " , " F " " ! " $43? 5

6

! # !

3%$% ( 6 L (

3% 3% 5 Q 5 Q

" & 8 & " & J 6 E G

( " , " " 8 ^" B _ B S M ?

+ M & " M & " " " M & " " "

Milan ZACEK

^" B _ B S M ? ^+ B ^ B _ B S M ? ^ B _ B S M # ^+

- m g - m g

" & 8 C" & E G

= 5

# " " "

# C & " @ " A " " # C " ( # C 6 &" +

% " S + E & " " " ( G

% & " E & " " " ( G

3%) % " ! + (

6" " 8 # "

0 # $

5

V " " +> E && " , " O , ( G

V " " " C " ( & " +

, C& " J

5 5 5

" " " " 8# + & & " # & & " " E " )

5 5 5

Y / # + C ; F " " J "

" & " " # + C +>

Y / # " ! & " C 6 6 " 8

" ! ( " 6 " 7" # 6 " " " 8 & 6> " " # & " " 8" " J !

( & "

5 5 / 5 5 5

< , ,

< / , & " , " # " "# " "

< " " "

< , " ! ( " , " " ,

!

69" " ,

" " 8 69" " M

69" " ,

C(

69" " ,

! + $40- 6 $44.

C(

, "

! C L "> & " " " , " "

" " + 6 E & " , "G " " @ C6 A

" & F "

& & &

# 69" " 8# ! " # " + " ( # , 6

# + " + " " " 8# " , " & , # + " 6 , # " , " " & &!

# 8# " " +> # " " " C +

+ " & & &

# 69" "# + " ! " # + " "

+ " (

# + " # " , " & & " ( # + " & "

E " & " ( G

# " & " ( # " & ( # & , # " Z "

& " & (

" J "

&& " ! " "

+ " &

# + " & ,

& & ( " " " " "

# " " " " " J & " "

&& J + "

&& & J + "

+ " ,

" 69" " Q L]

" Z "

# " , # J + " , 6# " ,

3%* % " , & " " " J " S +

& " S + 8 " "

/ 5 W 5

$% , " @ & " A

& " " & 6

Q / D 5 = =

) % , " & " C " 6 E " & " "G

&" & " & " C 6

" & " "< 6 6" < ! + , E & & " + "

" , G

" & " "

" 6 6 " " " 6 Z"

S ! # S

" & " " 6 "

= >

" I J " & " "

" ! +

# " , " " & , J " 69" "

# >+ + 6 "

" , " J , " " & " "

* % , " " , & " ( "

, J + " +

=

$% / , + "

< & " , " " < + " 6 " + "

, " C " , " "< @+ " A< , " & " & " " "

& "

) % , " , &

L! #

" , &

6 / U & $44. $424

$% ! ! 6 " " " C

5 " " " " " & 8

# " 8 " " C " & " ( "

#

# " "

# & 8 " J & & > " 6 " "

# " 8 " " + " , "

) % L "> ! L& " " (

" " " 5 &" " , " " " " ( E " G

& " 6 ! +

< " " ( " " E G

< " " " ! 7 +

" " " " " "

+ " " + " " & ! ; " & , "

< " " "

< , " + " " J ! " " "

+ J & " C "

< , " " ! + "

" ! + 6 \ " "

9" " ; *

! " +>

< , " ! " + " " "

6

6

Septembre 953 premiers niveaux en

service, aprs dmolition des tages 4 8

Janvier 1995B timent Santica :effondrement du

4 tage

" " 69" " +

Octobre 96Reconstruction des tages manquants

Grald HIVIN

& + 69" " & & + 69" " & &

< , " & 69" " & &

F " = 6

& + &

/ 6 + ( +

< & , " 6"

3%- % " , & " " " J & +

# / " " " C" # " " " " E " G

, " & " "

# &" " " # " " # " "

" " + " ( " " "

" " " "

+ " " ( + L (

+ " " " + "

" C

$% : ! ( , " " S + +

) % ! C " " & " ,

" " & " " " ,

& " 8# J " " "# ! L " " ( # , ( C , " (

Q / D 5 =

" ! L " " (

6 U &

" & (

" J " " "

, "

" , " (

" " " 8 " C

& " & & @& " "#& " 6 A

# & " & & &" & F "

# & " & & @& " "#& " 6 A

S ! # S

4% 5

# 5 ! C& " " " & " @ " " A J &&( L " " ( " J " " " "

# 5 & & " ! & " " , " + " , " ( " + " &

# 5 &" & ( " >+ " " "

5 = Q 5 = Q , + , + " , + , + "

% 8 @ " & ( A " " ! >

" 8 L " ! > " , " & (

" 8 @= &" & ( 69" " A