in situ stress data from the jura mountains — new results and interpretation
TRANSCRIPT
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x x x x x x x x x x x x x x x x x
Berne
Basle
Geneva
Zurich
40 km
46
47
46
47
6 7 8
6 7 8
x x x x x x x x x x x x x x x x
Principal strain and stress axesfrom
borehole slotter tests
overcoring, flatjack and hydro frac measurements
borehole breakout analyses and acoustic velocity anisotropy
strain rate measurements by triangulation (from Jouanne et al. 1993)
0 9 '% (" 2 ,)
%
& *
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$
3
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$ A
76 'O
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! 00
Samson
n = 11
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Seewen
n = 10
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Olten
n = 8
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Linn
n = 7
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Villebois
n = 9
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Hauteville
n = 20
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Culoz
n = 8
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Villette
n = 15
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
Lamoura
n = 10
S
N
E
1020
30
40
50
60
70
80
100
110
120
130
140150
160170
MPa
MPa15
10
5
0.0
-5
-10
-15
-10
-5
0.0
5
10
15
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5 30 E 6 00 E
10 km
Bourg
Bellegarde
Villebois
Hauteville
Villette
Lamoura
Culoz
Vuache fault
Culoz fault
5 30 E 6 00 E
46 00
46 00
46 30
46 30
borehole slotter tests
doorstopper measurements
borehole breakout analyses
Strain rates from triangulation for setsof three adjacent geodetic points
0.5 ppm/a compression 0.5 ppm/a extension
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