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# 7 - Preload with Back Analysis

## 1.0 Introduction

The purpose of this exercise is to determine how to construct a building with a load of 500 lbs/ft2 on normally consolidated medium clay and have it settle less than 4 inches. The way to do this is to apply a layer of fill to compact the clay before constructing the building. We need to determine what thickness of fill will compact the clay enough to ensure that the building settlement is less than 4 inches.

Topics Covered in this Tutorial:

• Consolidation
• Relative Settlement

Finished Product:

The finished product of this tutorial can be found in the Tutorial 07 Preload Back Analysis.s3z file. All tutorial files installed with Settle3 can be accessed by selecting File > Recent Folders > Tutorials Folder from the Settle3 main menu.

## 2.0 Model Setup

If you have not already done so, run Settle3 by double-clicking on the Settle3 icon in your installation folder. Or from the Start menu, select Programs > Rocscience > Settle3.

When the Settle3 program is started, a new blank document is already opened, allowing you to begin creating a model immediately.

### 2.1 Project Settings

1. Select Home > Project Settings and make sure the General tab is selected.
2. Set the Stress units = Imperial, stress as ksf, and the Settlement units = Inches.
3. Select the Time-dependent consolidation analysis checkbox. A message will appear informing you that the groundwater analysis option will be turned on because it is required for consolidation analysis. Click OK to close the warning.
4. Set the Time Units = Days, and the Permeability Units = feet/day.
5. Click on the Stages tab. Set the Number of Stages = 7, and enter the following names for each stage

7. Select Soil Profile tab, and select the 'Depth below Ground surface' option.
8. You may be warned that the unit system has changed. If this is the case, select Yes to reset the unit-dependent values. Click OK to close the dialog.

### 2.2 Assigning Water Table

2. Keep the default value of 0 ft, and click OK.
3. Click Select All in the dialog that pops up and click OK.

### 2.3 Soil Properties

For this tutorial, we will assume a 10-foot layer of medium clay on top of a 20-foot layer of stiffer sandy clay.

1. Select Soils > Define Soil Properties
2. Change the name of Material 1 to Medium Clay. Set the other parameters as shown:
• Unit Weight (kps/ft3) = 0.115
• Sat. Unit Wt (kps/ft3) = 0.115
• Primary Consolidation = checked
• Material type = Non-Linear
• Cc = 0.5
• Cr = 0.2
• e0 = 1.5
• OCR = 1
• Time-dependent Consolidation Analysis
• Cv (ft2/d) = 0.1
• Cvr (ft2/d) = 0.1
• B-bar = 1

3. Click on the tab for Soil Property 2. Change the name to Sandy Clay and set the other parameters as shown:
• Unit Weight (kps/ft3) = 0.115
• Sat. Unit Wt (kps/ft3) = 0.115
• K0 = 0
• Primary Consolidation = checked
• Material type = Non-Linear
• Cc = 0.1
• Cr = 0.05
• e0 = 1.1
• OCR = 1
• Time-dependent Consolidation Analysis
• Cv (ft2/d) = 0.1
• Cvr (ft2/d) = 0.1
• B-bar = 1

4. Click OK to close the dialog.

### 2.4 Soil Layers

1. Select Soils > Layers
2. Change the thickness of the first soil layer to 10.
3. Click the button for Insert Layer Below.
4. Set the thickness of this layer to 20 as shown.
5. Click on the Drainage Conditions button, and make sure that the Drained Ground Surface checkbox is selected.
6. Click OK to close the dialogs.

The Pre-Load option allows you to determine the required height of material to achieve a specified settlement at a particular stage. Make sure you are viewing Stage 1.

2. The shape of the preload can be any polygon. For this example, we will define a simple square. Enter the following coordinates:
• {0,0}
• {100,0}
• {100,100}
• {0,100}
• "c" (to close the region)
3. You will now see the Preload dialog. Set the Removal Stage to the stage called ‘Remove preload = 366 days’.
4. By default, the Calculate Height from Settlement checkbox is selected. For the required Settlement enter 4 inches. We are interested in the final settlement so change the At Stage: to ‘Load + 5 years’.
5. Now, we only care about the settlement of the building load, therefore set the Reference Stage to ‘Add Load = 370 d’. The completed dialog should look like this:
6. Click OK to close the dialog.
When you add a Preload, a Point Query is automatically created at the center of the Preload. This is the location at which the back analysis for the required preload fill height is determined.

A summary of the preload back analysis results is displayed in a text box in the Plan View.

The summary indicates Preload Height: Outside Limits. Since we haven’t yet added the building load, the program cannot calculate a solution.

The display of the preload analysis summary text box can be customized as follows:

1. Right-click on the preload and select Display Properties from the popup menu.
2. You can customize the text size, font, colour and position of the text box. This is left as an optional exercise after completing this tutorial. Select Cancel.

Click through the stages and you will see that the preload is removed at the third stage (366 days).

We will simulate the construction of a building in the fourth stage.

3. Set the Length to 75 ft and the Width to 80 ft. Set the magnitude (Pressure) to 0.5 ksf as shown.
4. To simplify the modelling we have assumed that the entire building load is added at once. In reality, the building load could be added over a series of intermediate stages.
5. Click OK. You will now see a rectangle that needs to be placed somewhere on the plan view. Click on the existing query point at the center of the preload to center the building load within the preload area.

Settle3 will now automatically compute the height of the preload required to meet the settlement specifications. This may take a few seconds. The model should look as follows:

Uncheck Soil Column > Show Front Faces in the View Controls to better see the results.

You can see that the pre-load height for a settlement of 4 inches is calculated to be 3.69 feet. You can see under the contour legend on the right that the total settlement at this stage (Add Load = 370 d) is 11.6 inches. If you click the tab for the final stage (Load + 5 years), you will see a settlement of 15.6 inches – exactly 4 inches greater than the settlement when you applied the load.

To double-check this, right-click on the tab for the ‘Add Load’ stage and select Set as Reference Stage. You will now see a settlement relative to this stage. If you go to the final stage you will see a relative settlement of 4 inches.

The Preload height as displayed in the 3D View will be the actual height calculated from the analysis. This can be changed if desired in the Display Properties dialog for the preload.

You may now want to save this model by going to File > Save As, before continuing with the tutorial.

## 3.0 Further Analysis

Perhaps 4 inches of settlement is too much for this building. Let’s say your tolerance is only 2 inches. To see if this is possible:

1. Right-click on the preload rectangle. You will see the preload dialog again. Notice that the Fill Height calculated from the previous analysis is visible (3.69 ft).
2. Change the Settlement to 2 inches as shown:
3. Click OK.

The program will now recalculate the height of fill required to achieve a building settlement of 2 inches. This may take a few seconds.

When the calculation is finished, you will see that a preload height of 5.08 feet is required. If you are still looking at the final stage, with the reference stage set to ‘Add Load = 370 d’, then you should see a relative settlement of 2.00 in.

### 3.1 Excess Pore Pressures

1. Right-click on any stage tab and select Reset Reference Stage.
2. Go to the Results tab and change the plot to show Excess Pore Water Pressure using the drop down menu of data types.
3. Click on the tab for the first stage (Add Preload = 0 d). You will see a large jump in excess pore pressure at this stage when the load is applied.
4. Now click on the next stage (Preload + 1 year). You will see that the excess pore pressure has decreased, but it is not 0.

This indicates that the soil has not finished consolidating when the preload is about to be removed one day later. If the soil was completely consolidated before removing the preload, less preload would be required to reach the same desired settlement.

You can simulate this by either allowing more time before removing the preload or by adding wick drains to speed up the consolidation process (see Tutorial 06 Preload with Wick Drains). This is left as an additional exercise.