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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
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2017
/
Article
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Fig 15
/
Research Article
Modeling of Hydraulic Fracture of Concrete Gravity Dams by Stress-Seepage-Damage Coupling Model
Figure 15
Damage distributions for overflow of 10.2 m. (a)
a
= 0.1
l
, (b)
a
= 0.2
l
, and (c)
a
= 0.3
l
.
(a)
(b)
(c)