Civil Engineering Reference
In-Depth Information
195˚
210˚
165˚
180˚
225˚
240˚
150˚
255˚
120˚
135˚
270˚
285˚
300˚
75˚
90˚
105˚
315˚
330˚
345˚
360˚
15˚
30˚
45˚
60˚
75˚
75˚
60˚
60˚
45˚
45˚
30˚
30˚
15˚
15˚
-15˚
-15˚
-30˚
-30˚
-45˚
-45˚
0
3
31
316
3162
Second invariant strain rate, 1x10 -9 yr -1
Kreemer et al . (2003)
-60˚
-60˚
GSRM v.1.2
360˚
15˚
30˚
315˚
330˚
345˚
45˚
60˚
75˚
285˚
300˚
90˚
270˚
105˚
255˚
120˚
135˚
240˚
150˚
225˚
165˚
210˚
180˚
195˚
30.5 Grid representing the second invariant of the strain rate tensor computed by the Global Stain Rate Map Project
(http://gsrm.unavco.org).
 
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