4) In problem 2, analyze all of the triple junctions in velocity space to determine if the triple junctions are stable. If one of the boundaries is a trench, consider both cases in which the role of one of the adjacent plates is either overriding or underthrusting. For the stable triple junctions, determine the velocity vector of the triple junction relative to plate C. triple junction N A 2a) - 2-d) C -40-20 A -20- B -40 29) C 20 B 1-40-20 M B C N A -20 -40 -E mm/yr -40-20 mm/yr N A -E -20. -40 mm/yr C B 1-40-20 N A₁ -20- -40 -E mm/yr

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4) In problem 2, analyze all of the triple junctions in velocity space to
determine if the triple junctions are stable. If one of the boundaries is a
trench, consider both cases in which the role of one of the adjacent plates
is either overriding or underthrusting. For the stable triple junctions,
determine the velocity vector of the triple junction relative to plate C.
2a) - No triple function
N
1-40-20
B
ze) c
B
2-d)
1-40 -20
C
B
A
-20
-40
-20
-40
-40-20
-E
mm/yr
E
mm/yr
N
ALE
--20-
-40
mm/yr
C
B
1-40-20
N
A₁₁
-20.
-40
-E
mm/yr
Transcribed Image Text:4) In problem 2, analyze all of the triple junctions in velocity space to determine if the triple junctions are stable. If one of the boundaries is a trench, consider both cases in which the role of one of the adjacent plates is either overriding or underthrusting. For the stable triple junctions, determine the velocity vector of the triple junction relative to plate C. 2a) - No triple function N 1-40-20 B ze) c B 2-d) 1-40 -20 C B A -20 -40 -20 -40 -40-20 -E mm/yr E mm/yr N ALE --20- -40 mm/yr C B 1-40-20 N A₁₁ -20. -40 -E mm/yr
4-confchwed
ze)
ag)
of
C
-40 -20
B
N
A
1-40-20
-20.
-20
B
-40
-40.
B
(24) C A
C
+
A
+
-E
+ +
1-40 -20
mm/yr
1-40-20
je g
mm/yr
-20-
-20
-40
B
B -40
C
A
A
mm/yr
-20
-40
C
-E
mm/yr
1-40-20
1-40-20
B
N
A
-E
mm/yr
-20
-40
-E
mm/yr
it-confined
C
1-40 -20
24
B
N
Aª
-20
-40
mm/yr
с
B
-40 -20
N
-20.
-40
-E
mm/yr
Transcribed Image Text:4-confchwed ze) ag) of C -40 -20 B N A 1-40-20 -20. -20 B -40 -40. B (24) C A C + A + -E + + 1-40 -20 mm/yr 1-40-20 je g mm/yr -20- -20 -40 B B -40 C A A mm/yr -20 -40 C -E mm/yr 1-40-20 1-40-20 B N A -E mm/yr -20 -40 -E mm/yr it-confined C 1-40 -20 24 B N Aª -20 -40 mm/yr с B -40 -20 N -20. -40 -E mm/yr
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