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Version 3.007
| 1. |
Composite
support systems made up of more than one of bolts/shotcrete/steel
sets/custom support types was using the average
strain to failure of the different support types.
This resulted in lower factors of safety when adding
certain support, for example adding bolts to steel
sets. This has now been changed so that the maximum
strain to failure is used. This gives more realistic
behavior. |
| 2. |
Improved
printing. |
Version 3.006
| 1. |
In probabilistic
mode,the mean ground reaction curve was not being
computed correctly for Hoek-Brown materials with
modulus being computed from strength. |
| 2. |
Poisson ratio was
not being read correctly from the data file. |
| 3. |
In probabilistic mode,
the extents of the ground reaction curve were not
being computed correctly. |
Version 3.005
| 1. |
Now supports
multiple HASPHL locks on the same USB hub. |
Version 3.004
| 1. |
Added the
new Hoek-Diederichs modulus estimation method. |
| 2. |
Updated documentation. |
| 3. |
Fixed a memory utilization
problem in the histogram plots. |
| 4. |
In a probabilistic
analysis using the Carranza-Torres solution method,
you now have the option to use the GHB strength
criteria to estimate the modulus. This is instead
of defining
modulus
as a random variable. |
Version 3.003
| 1. |
New Hasp-HL
hardlock support. Removed support for old beige
hardlocks. |
Version 3.002
| 1. |
Added Critical
Pressure to Analysis Results section in Infoviewer. |
| 2. |
For Carranza-Torres
probabilistic analysis the program now computes
distributions of Compressive Strength of Rock Mass
and Hoek-Brown parameters mb, s, a if they we not
directly entered by user. They can now be used
for generating custom plot variables. |
Version 3.001
| 1. |
Release of new version
of RocSupport. |
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