# Probabilistic Analysis

This tutorial will demonstrate how to carry out a Probabilistic analysis with **RocSupport**. For a given tunneling problem, many of the input parameters are not known with accuracy, particularly those describing the rock mass characteristics. Therefore it is very useful to be able to input statistical distributions for input parameters, in order to obtain statistical distributions of the analysis results.

Model Featu res: This example will be based on the Tutorial 1 problem, with statistical distributions entered for some of the input variables.

The finished product of this tutorial can be found in the **Tutorial 03 Probabilistic Analysis.rsp** file, located in the Examples > Tutorials folder in your *RocSupport* installation folder.

Topics covered in this tutorial:

- Duncan Fama Solution Method
- Probabilistic Analysis
- Histogram, Cumulative, Scatter Plots
- Random Number Sampling
- Show Failed Bars

If you have not already done so, run *RocSupport* by double-clicking on the **RocSupport** icon in your installation folder. Or from the Start menu, select Programs > Rocscience > RocSupport > RocSupport.

If the **RocSupport** application window is not already maximized, maximize it now, so that the full screen is available for viewing the model.

# 1.0 Model

We will start by opening the Tutorial 1 file.

**Select:** File > Open

Open the Tutorial 01 Quick Start.rsp file, located in the Examples > Tutorials folder in your *RocSupport* installation folder.

1.1 Project Settings

First we need to change the Analysis Type in the Project Settings dialog from Deterministic to Probabilistic.

**Select:** Analysis > Project Settings

In the **General** tab of the Project Settings dialog, change the **Analysis Type** to **Probabilistic**. In the **Project Summary** tab change the **Project Title** to Tutorial 3 Probabilistic Analysis. Ensure the **Pseudo-Random** number generation option is selected from the **Random Numbers** tab and click **OK**.

We will examine the Pseudo-Random number generation option and its purpose later on in the tutorial.

1.2 Tunnel and Rock Parameters

Open the **Tunnel and Rock Parameters** dialog from the toolbar or the **Analysis** menu.

**Select:** Analysis > Tunnel Parameters

Notice that the Tunnel and Rock Parameters dialog is presented in a grid format for a Probabilistic analysis. This simplifies the input of statistical parameters, and allows you to easily define random variables and keep track of which variables have been assigned statistical distributions.

1.2.1 RANDOM VARIABLES

To define a random variable, first select a statistical distribution for the variable (e.g. Normal) in the Tunnel and Rock Parameters dialog. Then enter the mean, standard deviation and relative minimum and maximum values, which define the statistical distribution for the variable.

It is important to note that the Minimum and Maximum values are specified as RELATIVE distances from the mean, rather than as absolute values. This simplifies the data input of these values.

For example: if the mean Friction Angle = 25 degrees, and the minimum = 20 and maximum = 30, then the relative minimum = 5 degrees and the relative maximum = 5 degrees.

See the **RocSupport** Help system for details about the various statistical distributions that are available in **RocSupport**, and the significance of the input parameters for each distribution.

For this example, we will define the following variables as random:

- In-Situ stress
- Young’s Modulus
- Compressive Strength
- Friction Angle

Enter the following data:

Property | Distribution | Mean | Std. Dev. | Rel. Min. | Rel. Max |

In-Situ Stress | Normal | 1.62 | 0.2 | 0.6 | 0.6 |

Young's Modulus | Normal | 353 | 50 | 150 | 150 |

Compressive Strength | Normal | 0.47 | 0.1 | 0.3 | 0.3 |

Friction Angle | Normal | 25.64 | 2 | 6 | 6 |

The Tunnel and Rock Parameters dialog should appear as follows.

1.2.2 AUTOMATIC MINIMUM AND MAXIMUM VALUES

You may have noticed that the relative minimum and maximum value we entered for each variable, was 3 times the standard deviation. For a Normal distribution, this ensures that a complete (non-truncated) distribution is defined (i.e. since 99.7% of all samples fall within 3 standard deviations of the mean, for a normally distributed random variable).

In the Tunnel and Rock Parameters dialog, the following shortcut can be used for this purpose (this is left as an optional exercise to experiment with, after completing this tutorial):

- Enter the standard deviation for a random variable.
- Select the button in the dialog, and the relative minimum and relative maximum for the variable will be automatically set to 3 times the standard deviation.

You can use this shortcut for multiple variables simultaneously – just use the mouse to first select all of the desired variables in the dialog, and then select the 3x button.

Now select **Apply**. This will save the parameters you have just entered, and run the **RocSupport** probabilistic analysis. The analysis should only take a few seconds or less (remember that we used the default Number of Samples = 10000 in the Project Settings dialog). Close the Tunnel and Rock Parameters dialog, and we will view the analysis results.

NOTE: because we selected Pseudo-Random number generation, the Probabilistic analysis will always generate exactly the same results, for a given set of input parameters. To generate true random sampling, we can turn OFF the Pseudo-Random Sampling option, as described later in this example.

# 2.0 Tunnel Section View

Select the Tunnel Section View.

** Select:** Analysis > Tunnel Section

The Tunnel Section View, for a Probabilistic analysis, appears the same as for a Deterministic analysis. However, in the analysis summary provided in the Project Info Textbox, note that:

- The results are the MEAN values from the statistical analysis. In general, these MEAN values will NOT NECESSARILY be the same as the Deterministic analysis results, based on the mean input data.
- A Probability of Failure, for the support, is listed, as well as the MEAN safety factor. The Probability of Failure represents the number of analyses, in which the Factor of Safety for the support was less than 1, divided by the total number of analyses (10000 in this case).

The Probability of Failure is currently zero (i.e. Factor of Safety is greater than 1 for all cases analyzed).

# 3.0 Statistics

After a probabilistic analysis, the user can plot the results in the form of Histograms, Cumulative Distributions, or Scatter Plots of input and output variables.

3.1 Histogram Plots

To create a Histogram plot, select Histogram Plot from the toolbar or the Statistics menu.

** Select:** Statistics > Histogram Plot

(Alternatively, you can also activate the Histogram Plot dialog by pressing F7.)

Note that both input and output variables are listed in the Variable to Plot list.

- The output variables will always include Factor of Safety, Tunnel Convergence, Wall Displacement and Plastic Zone Radius.
- The input variables listed, will only be those for which you have entered a statistical distribution, in the Tunnel and Rock Parameters dialog. For our current example, this includes In-Situ Stress, Young’s Modulus, UCS of Rock Mass, and Friction Angle.

Let’s plot a histogram of **Factor of Safety**. Since this is the default selection in the Plot Histogram dialog, just select **OK** to generate the plot.

As you can see in this plot, there were no analyses with a Factor of Safety less than 1. The Probability of Failure is therefore zero.

For calculated output variables such as Factor of Safety, a FITTED distribution can be displayed on a histogram, as shown in the above figure. The fitted distribution can be toggled on or off in the right-click menu, the Statistics menu or in the Plot Histogram dialog (select the Show Fitted Distribution option). The Fitted Distribution represents a best-fit distribution for the output variable, and is automatically determined by **RocSupport**. Note that the Fitted Distribution can be any one of the statistical distributions used in RocSupport (i.e. normal, uniform, triangular, beta, exponential, lognormal or gamma).

Now let’s generate a histogram of one of our input variables, for example, In-Situ Stress.

** Select:** Statistics > Histogram Plot

In the **Plot Histogram** dialog, select **In-Situ Stress** from the Variable to Plot list. Select **OK**.

For input variables, the Input Distribution can be displayed on the Histogram plot, as shown in the above figure for In-Situ Stress. Also a statistical summary of the simulated values, and the parameters of the Input Distribution are provided at the bottom of the plot.

- The Input Distribution is the distribution defined by the input data you have entered in the Tunnel and Rock Parameters dialog.
- The Sampled data statistics are derived from the raw data generated by the statistical sampling (Latin HyperCube method in this case) of the Input Distribution you have defined.

This explains why the SAMPLED and INPUT statistical parameters listed at the bottom of an input variable histogram, will in general differ slightly, especially if the Number of Samples is small.

NOTE: When using the Latin Hypercube sampling, and a large number of samples, the Sampled and Input statistical parameters should be equal, or very nearly equal. This is because the Latin Hypercube method samples the input data distributions more uniformly than Monte Carlo sampling.

3.2 Cumulative Plots

A cumulative distribution is, mathematically speaking, the integral of the normalized probability density function. Practically speaking, a point on a cumulative distribution gives the probability that a random variable will be LESS THAN OR EQUAL TO a specified value.

To generate a Cumulative distribution, select Cumulative Plot from the toolbar or the **Statistics** menu.

** Select:** Statistics > Cumulative Plot

Note that the list of Variables to Plot, is exactly the same in both the Plot Histogram and Plot Cumulative dialogs.

Let’s plot the **Factor of Safety** cumulative distribution. Since this is the default selection in the Plot Cumulative dialog, just select **OK** to generate the plot.

It is worthwhile noting that for the cumulative distribution of Factor of Safety, the cumulative probability at Factor of Safety = 1, is equal to the Probability of Failure. In this example, the Factor of Safety is greater than 1 for all cases, therefore the Probability of Failure = 0.

3.3 Scatter Plots

Scatter plots can also be generated after a probabilistic analysis. Scatter plots allow you to plot any two random variables against each other, to view the correlation (or lack of correlation) between the two variables. Select Scatter Plot from the toolbar or the **Statistics** menu.

** Select:** Statistics > Scatter Plot

In the Scatter plot dialog, select **Factor of Safety** versus In-Situ Stress.

It can be seen that there is a general correlation between the input variable In-Situ Stress, and the Factor of Safety for the support. The best fit linear regression line can be displayed using the right-click menu shortcut, if desired.

# 4.0 Computing the Analysis using True Random Sampling

For this tutorial, we selected the Pseudo-Random Sampling option from the Random Numbers tab in the Project Settings dialog. Therefore, when the Apply button is clicked in the Tunnel Parameters or Support Parameters dialogs, **RocSupport** uses PSEUDO-RANDOM numbers to generate the statistical sampling of the input variable distributions. Pseudo-random sampling generates the SAME RESULTS each time the analysis is run. This allows the user to obtain reproducible results for a Probabilistic analysis.

To run a Probabilistic analysis using TRUE RANDOM sampling, then you must select the Random sampling check box in the Random Numbers tab of the Project Settings dialog.

With Random sampling, different random numbers are used to generate each sampling of the input variable distributions. This means that EACH TIME COMPUTE or APPLY is selected, different results will be generated.

We will re-run our example using true random sampling and observe the results.

Open the Project Settings dialog from the toolbar or the Analysis menu.

** Select:** Analysis > Project Settings

In the Random Numbers tab, select the **Random** check box and click **OK**. The analysis is immediately recomputed, and results different from the previous ones are displayed.

To observe the effect on the Scatter Plot, select the **Compute** button several times.

** Select:** Statistics > Compute

The graph is updated after each Compute, to reflect the latest results.

To further illustrate the results of using Compute with true random sampling, let’s tile the views.

** Select**: Window > Tile Vertically

If you have followed the steps in this tutorial, and did not have any other **RocSupport** files open, you should have six views open. Close two of the views (for example, close the Ground Reaction View and the Tunnel Section View, so that only the statistical plot views are open).

Select the Tile option again, and your screen should look similar to the figure below.

# 5.0 Additional Exercise

Although we demonstrated the Probabilistic analysis features of *RocSupport* in this tutorial, the Probability of Failure was zero!

As a final exercise, we will create an example with a Probability of Failure greater than zero, in order to demonstrate some additional graphing features of **RocSupport**.

- In the Support Parameters dialog:
- remove the Shotcrete support completely, by clearing the Shotcrete check box
- change the Rockbolt type to 19 mm rockbolt. Select
**Apply**and**Close**.

- View the Safety Factor Histogram. Notice that all bars with a Factor of Safety less than 1, are now highlighted in RED. Note that the Probability of Failure (PF) listed at the bottom of the histogram, is greater than zero, indicating a finite probability of failure.
- View the In-Situ Stress Histogram. The percentage of each bar of the histogram, corresponding to analyses with Factor of Safety less than 1, is now highlighted in RED.
NOTE: the display of failed data on histograms can be toggled on or off by selecting the Show Failed Bars option from the Statistics menu or the right-click menu.

- Re-select
**Compute**several times. Notice that all views are updated to reflect the latest results. - Repeat steps 3 to 5 for other input or output variables. Notice the distribution of failed analyses, with respect to the overall distribution of the variable.

The Show Failed Bars option allows you to examine the relationship of any given input or output variable, to the failure of the support system.

That concludes the probabilistic analysis tutorial.