Unwedge FAQs

Below you will find answers to some Frequently Asked Questions (FAQs) for Unwedge. If you cannot find an answer to your question or problem after reading the FAQs:

  1. Try the Search feature on this Help system.

  2. Contact Rocscience technical support at techsupport@rocscience.com.

FAQs

(click on the question to read the answer)

  1. The program is not behaving correctly. It either doesn't start, crashes all the time, or doesn't work as defined in the manual. What's wrong?

    If you are getting errors and you're running an older operating system (Windows 9x/NT), then the reason is most likely to do with an incompatibility between Rocscience software and older operating system files. Rocscience software requires up to date operating system files in order to run properly. As a rule, Rocscience does NOT change or alter your operating system files and puts the onus on you to maintain up to date operating system software.

    This problem can easily be fixed by downloading the latest Microsoft system file updater from our website: http://www.rocscience.com/downloads/general/vcredist.exe

    Download the file by clicking on the above link. Save the vcredist.exe file to your computer and then run it. Follow the directions.

    Note: It is always advisable to make a backup before installing software that modifies system files.

  2. When I run the program the three-dimensional wedge view is not displayed or is displayed incorrectly. The program may crash as well when trying to view three-dimensional geometry. Why?

    The program requires that the computer's graphics card has support for OpenGL for the visualization of the three-dimensional geometry. The most common reason for the improper display of the wedge geometry or crashing of the program while trying to view the three-dimensional geometry, is an incompatibility with the graphics card (display adapter) and its support for OpenGL. If your graphics card does not support OpenGL (most do), the program will not work, so check with your graphics card manufacturer to make sure that your card supports OpenGL. Also, if the graphics card driver is old and has bugs with its OpenGL driver, then the program will have problems. Go to the website of your graphics card manufacturer and make sure you have the latest driver for your graphics card.

    Another thing to try is changing the colour depth of the current video card settings. Try changing to 24 bit colour or 16 bit. Some cards have problems with their OpenGL support at higher colour depths.

    Also try the program on a different computer.

  3. How can I create a Dips file for import into Unwedge?

    The program DIPS is necessary for creating .DWP files which can be imported by Unwedge. DIPS is available from Rocscience.

    However, the DIPS File option in Unwedge is simply an alternative method of inputting the joint orientation data. If you do not have DIPS, then just use the Input Data option in Unwedge to enter the necessary joint orientation data.

  4. Where do you look up values for cable bond strength, anchor capacity, and plate capacity?

    A good reference for bolt properties is:

    Cablebolting in Underground Mines, by D.J. Hutchinson & M.S. Diederichs 1996, BiTech Publishers.

  5. I have a binder from DYWIDAG that contains specs for various bolts and anchors but I cannot locate values for the parameters requested in Unwedge. Why?

    The properties you use for Unwedge parameters depend on the type of bolts/cables you use. For DYWIDAG bars they give you a sheet with ultimate loads in kN. For the mechanically anchored type use this load for the capacities of the anchor/steel/plate and use an anchored bolt unless you have some reason to think that the plates or anchor will not give you the same capacity as the steel. If you're grouting then you need to find the bond strength, which is a function of the water-cement ratio or resin type.

  6. I have an Excel spreadsheet with joint orientation information. How do I import this into Unwedge? Can I import this data into Dips, process it, then import it into Unwedge?

    There are no facilities in Unwedge to import an Excel spreadsheet of a specific format. What you can do is set up a spreadsheet with one column as the dip and one column as the dip direction of the joint planes. Then copy these two columns to the clipboard and paste them into the input data grid in Unwedge. For example, if column A is the dip of 6 joint planes and column B is the dip direction of the same 6 joint planes, select cells A1 to B6 and copy them to the clipboard. Then go into Unwedge. Open the Input Data dialog and select the Joint Orientations tab. Press the Add button 3 times to make room for 6 joints. Take your mouse cursor and move it to the 1 cell in the Joint Column. Click the mouse. The joint 1 dip cell should be highlighted with a black box. Now press CTRL-V to paste the clipboard contents into the grid. You can use the combination analyzer to look at the various combinations of the 6 joint planes.

    If you have numerous joint measurements in a Dips file, you can create a Dips planes file containing the mean planes (average orientations) of the joint sets that you identify in Dips. You can then import this planes file into Unwedge using the Import button in the Joint Orientations Tab in the Input Data dialog.

  7. Can I truncate the wedge size with a fourth plane (e.g. representing a ground surface for example)?

    In the current version of Unwedge, it is not possible to introduce a fourth plane (e.g. representing a ground surface, for example), in order to truncate a wedge. Wedges are always defined by 3 joint plane orientations. However, this functionality will likely be added in the next version of Unwedge.

    You can scale the wedge size with the Scale Wedges option. This allows you to create smaller sized wedges, but preserves the general shape of the wedge.

  8. How can I obtain values of shotcrete shear strength? Is there a method of estimating shotcrete shear strength?

    To estimate the value of shotcrete shear strength, there are a variety of different codes that relate concrete compressive strength to shear strength. The Canadian CSA simplified standard is shear strength(MPa) = 0.2sqrt(fc), where fc is the 28 day compressive strength in MPa. For example, given 35MPa unreinforced shotcrete, the shear strength is approx 120 tonnes/m2. ACI and Eurocode are similar.

    A good summary of codes and equations related to shear can be found at the following link:

    http://www.cee.uiuc.edu/kuchma/sheardatabank/codes/code.htm

     

  9. How can I model the intersection of two tunnels with Unwedge?

    For the opening section boundary, enter a plan view of the intersection area, and define the tunnel axis plunge as 90 degrees. See Tutorial 06 for more information.