Environmental Engineering Reference
In-Depth Information
Distance from axis of maximum subsidence [m]
-3000
-2000
-1000
0
1000
2000
3000
0,00
-0,05
-0,10
-0,15
-0,20
-0,25
-0,30
Figure 7.22.
Inverse subsidence bowl for the recovery phase
obtained by numerical modeling
7.6. Acknowledgements
The authors would like to thank Andrea Menin for the preparation of the figures
regarding subsidence of the Ravenna Region.
7.7. Bibliography
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, San Donato, Italy,
1996.
[ALO 90] A
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ENS
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[AND 95] A
NDERSEN
,
M.A.,
Petroleum Research in North Sea Chalk
−
Public. Rogaland
Research
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[BIS 59] B
ISHOP
,
A.
W., “The principle of effective stress”,
Teknisk Ukeblad
, no. 39, pp. 859-
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[BRI 95]
B
RIGNOLI
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M.,
S
ANTARELLI
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F.J.,
P
APAMICHOS
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E., “Capillary effects in sedimentary
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AEMEN
, J.J.K., S
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R.A.,
B
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(eds),
Rock Mechanics, Proceedings 35th U.S. Symposium
, Rotterdam, pp. 610-
625, 1995.
