# RSPile Integration

## 1.0 Introduction

This tutorial is an extension of Slide2's Tutorial 30 – Analyzing Pile Resistance for Slope Stabilization using RSPile. This tutorial will demonstrate how to determine pile forces on Slide3 and verify the pile resistance in RSPile. A comparison will also be made against the Slide2 results.

The finished product of the Slide3 model can be found in Slide3 with RSPile (Final).slide3m2

## 2.0 3D Pile Analysis

The Slide3 integration of RSPile is similar to the integration in Slide2, except that there are several additional assumptions required to facilitate the additional dimension in space. For prerequisite information on pile resistance for slope stability analysis and RSPile, please visit Slide2 Tutorial 30 as well as the RSPile Theory Manual.

Like the 2D analysis, the soil displacement is split into axial and lateral components. However, in 3D the lateral soil displacement has components in both orthogonal local lateral axes in RSPile, X’ and Y’. As shown in the below figure, δ is the soil displacement caused by the slipping surface S at its intersection with the pile, which is resolved into components along the local axes of the pile, δx’ δy’ and δz’. As with the 2D analysis, the soil displacement is assumed to occur uniformly from the top of the pile down to the slip surface.

In RSPile, the analysis of soil displacement is conducted independently along each of the local axes. As such, some parameters originally used for 2D pile analysis such as the ground slope and batter angle are determined in each of the local axis directions separately. By default, this is done automatically between Slide3 and RSPile. For more information on how this is accomplished, refer to the last section of this tutorial. Like the 2D analysis, computations for the pile reactions are completed prior to the searching of slip surfaces in Slide3. Varying displacements in all three local directions are assumed at certain points along the pile, and the resulting reactions from the pile are pre-calculated for each case. Then during searching of the critical factor of safety in Slide3, the components of the pile reaction in each of the three local directions is interpolated from these results based on the sliding direction and intersection of the slip surfaces with the pile. There will be a verification exercise at the end of this tutorial which will be used to demonstrate this process in more detail.

## 3.0 Model

### 3.1 Import Model

To import the Slide2 Tutorial 30 model:

1. Select File > Import > Import Slide Project and navigate to the Slide3 Tutorial folders.
2. Open Slide file for importing.slmd file. You will be prompted to select a scenario from the list to import.
3. Select Scenario – Master Scenario and click ‘OK’.
4. After selecting ‘OK’, the Import Slide2 Project prompt will appear. Change the extrusion depth to 260 m and click OK. A prompt may appear notifying you how the import/export process operates. Click OK.

You should see the following 3D model. This is identical to Slide2 tutorial 30’s model but extruded 260 m in the Y-direction.

Note that the piles are also imported from the Slide2 file. To make the piles visible go under the Loading & Support tab.

### 3.2 Support Properties

To define the pile properties, we must import the RSPile file.

1. Select Support > Define Support
2. The Define Support properties dialog should appear. Verify that the properties are defined as:
• Name = RSPile Model 1
• Support Type = RSPile
• Force Application = Active (Method A)
• Apply Batter and Ground Slope Modifiers = Yes
• Ground Slope and Batter Values = Calculate from Slide3 model
• Soil Displacement Type = Maximum (Method A)
• Soil Displacement = 25 mm

### 3.3 Importing RSPile Model into Slide3

1. When RSPile is selected as the Support Type, the RSPile File section becomes visible. Select Choose File and import Analyzing Pile Resistance using RSPile (Starting File).
2. The following dialog should appear. Check 'Show only used Slide materials' at the bottom and ensure that each material in Slide3 is matched with the same material in RSPile. Click OK.
3. Click OK in the Support Properties dialog.
4. Verify that two created rows of supports have the applied property of “RSPile Model 1”.

## 4.0 Interpret

1. Save the file and Compute
The search for slip surfaces may take several minutes. Alternatively, you can open the final file to review the results: Slide3 with RSPile (Final).slide3m2
2. When the computed results are available, click on the Results workflow tab.
3. In the tool bar, ensure that ‘Show Intersecting Bolts’ is selected. This option only shows piles that intersect the critical slip surface.
4. Switch to the Spencer FS results. You should see the following model under the Spencer FS analysis.

### 4.1 Pile Resistance

There are two ways to view the pile resistance forces:

1. Click on the dropdown for bolts in the top menu as shown below and select Show Bolt Column Forces
2. Alternatively, select: Interpret > Results Display Option. Under the Results tab, select Bolt Column Force.

All the pile resistance forces will now be displayed. Notice how the direction of each pile opposes the slip direction.

#### 4.1.1 Change Decimals

1. In the Display Options dialog, select the Decimals tab and change the number of decimals for Loads to Auto.
2. Click OK.
3. Ensure that the visibility of the piles is turned on in the Visibility Tree (the icon should be displayed next to the bolt elements).

## 5.0 Verifying Pile Resistance against RSPile

You can verify the pile resistance results from Slide3 by using the same pile length and configuration from the RSPile model. For this tutorial, we will be verifying the pile resistance for the downslope middle pile. For Slide3, this pile exerts a bolt resultant force of 762 kN.

1. Start the RSPile program and open the RSPile File: Analyzing Pile Resistance using RSPile (Starting File)
2. Go to Soils > Edit All Boreholes and ensure the soil layer thickness is the following:
 Name Thickness Medium Sand 3 Dense Sand 5 Soft Clay 5 Dense Sand 2 Medium Sand 6

### 5.1 Pile Resistance

In order to verify the pile resistance through RSPile, the soil displacement vector is required. Necessary information can be found through the Column Data Viewer on Slide3.

For this pile, the soil column that intersects the pile was found to have a dip angle of 4.2º, and the slip surface intersects the pile at a depth of 12.6 m. Under Analysis > Report Generator, the sliding direction trend is found to be 270º (the model is also symmetrical).

As the soil displacement was defined as being 25 mm, the vector of soil displacement therefore has a magnitude of 25 mm and is oriented at an angle of 4.2º from the horizontal with a trend in the direction of sliding (negative X). By trigonometry, this translates to a negative X displacement of -24.93 mm and a negative Z displacement of -1.83 mm (downwards).

To enter this information in RSPile:

1. Right click on the pile in the Plan View and select Edit Pile.
2. Go to the Displacement tab in the Edit Pile dialog
3. Ensure you have selected the Displacement Profile radio button
4. Select Profile = Displacement Profile 1
5. Click on the Pencil icon and specify the following profile:
6.  # Depth (m) X Displacement (mm) Y Displacement (mm) Z Displacement (mm) 1 0 -24.93 0 -1.83 2 12.6 -24.93 0 -1.83 3 12.7 0 0 0 4 1000 0 0 0

7. Click OK to return to the Edit Pile dialog, and then switch to the Geometry tab.
8. Change the Ground Slope angle to +34° and direction to 270°. The direction of the ground slope is measured clockwise from the Y axis in RSPile, and a positive ground slope angle is downwards sloping. Click OK to exit out of the Edit Pile dialog.
9. Recalculate by selecting Home > Compute
10. In the Results tab, there is a dropdown menu of displayed data types that can be selected.

The Beam Shear Force X’, Beam Shear Force Y’ and Beam Axial Force are of interest. They should have maximum magnitude values of 561 kN, 0kN, and 476 kN respectively. The resultant force is 736 kN. Recall that the Slide3 resultant bolt force is 762 kN. This yields a 3% difference between the two computations.

Any discrepancies can be largely attributed to the linear interpolation methods utilized in Slide3, where the resistance functions are constructed for the number of sliding depths as set in RSPile and the soil displacement is varied at each sliding depth to account for the unknown slip surface angle of intersection. First, linear interpolation must be done to compute the resistance function for the exact component of soil displacement produced by the slip surface based on the closest tested soil displacements. Secondly, linear interpolation is done to compute the resistance for the exact sliding depth since the tested sliding depths are unlikely to align exactly with the actual slip surface intersection with the pile.

In RSPile, you have more control on the exact soil displacement and sliding depth since you are verifying one known slip surface. However, repeating this resistance computation for every slip surface would be rather tedious, hence the necessity for an automated process in Slide3.

## 6.0 Comparison with Slide2

The critical surface found in this tutorial is similar to that obtained in the 2D version of this model, computed during the Slide2 tutorial, titled Tutorial 30 – Analyzing Pile Resistance for Slope Stabilization using RSPile, and shown below.

Due to the slightly differing inclinations of the Slide3 critical slip surface at the intersections of the piles with the bolts, the reaction forces from the piles in Slide3 are slightly different from those found in Slide2, where the piles are assumed to exert 151 kN/m x 5 m = 755 kN of force per pile for the downslope pile.

Before you exit Slide2, RSPile, and Slide3 programs, save each file with the File → Save As function.