Incremental Plate Loading Test [BS 1377-9: Clause 4.1]
Applies to QEST Web App
This article describes how to use the Incremental Plate Loading Test worksheet, which is based on BS 1377-9:1990 Clause 4.1.
QestID: 110468
Contents
- 1 Overview
- 2 Embedded Tests
- 3 Data Entry
- 3.1 Preparation
- 3.1.1 Additional Plate
- 3.1.2 Plate
- 3.1.3 Jack
- 3.1.4 Load Cell
- 3.1.5 Combined Mass
- 3.1.6 Apply Equipment Load to Readings
- 3.1.7 Displacement Gauge
- 3.1.8 Manage Load Increments
- 3.2 Initial Seating Readings
- 3.3 Load Increments
- 3.3.1 Measured Settlement
- 3.4 Laboratory Moisture Content
- 3.1 Preparation
- 4 Equipment List
- 5 Results
- 6 Reporting
- 7 Batch Update Support
- 8 Work Progress and Complete Status
Overview
The Incremental Plate Loading Test worksheet can be used to determine the vertical deformation and strength characteristics of in-situ soils. It is based on the methodology of the Plate Loading Test (BS 1377-9:1990 Clause 4.1).
This article provides information on how the various choices available within the QESTField version of this test method provide the required pathways to deal with the variations within the test.
Embedded Tests
General functionality is described in the article Associated Test Results.
The following associated test method is embedded in this worksheet:
BS 1377-2:1990 Clause 3.2 (Moisture Content Test )
Data Entry
Preparation
Additional Plate
Plate
Jack
Load Cell
Combined Mass
Apply Equipment Load to Readings
Displacement Gauge
Manage Load Increments
Clicking this button provides a dialog:
Because the worksheet will have zero (0) Load Increment sections by default, it is necessary to use this dialog to initially add at least one Load Increment section.
Prompt | Description
|
---|---|
Maximum Pressure to Be Applied | Read only value, imported from field with same name, above. |
Plate Area | Read only value, imported from Plate equipment item, above. |
Auto-Create | Button, clicking this creates six rows in the dialog, representing Load Increment sections. The first five rows will have a calculated value for Desired Pressure, based on the value of Maximum Pressure to Be Applied. The final row will be assigned a Desired Pressure of zero. This button is only enabled if:
|
Button, adds one row, representing a Load Increment section, to the dialog. A value for Desired Pressure is expected to be entered here, If a value is not entered here, it can be entered into the Load Increment section, directly. | |
Done | Button, clicking this creates the actual Load Increment sections, based on the information in the dialog. |
Cancel | Button, behaves as expected. |
If the Apply Equipment Load to Readings checkbox has been ticked, the Combined Equipment Load will also be shown in the dialog and used in calculations.
Initial Seating Readings
Load Increments
No load increments are automatically provided on the worksheet. At least one has to be added using the Manage Load Increments dialog, above.
Once one exists, new Load Increments can be added individually or existing ones can be deleted as required.
Each load increment stage will have three rows by default when it is first added:
one for readings at the beginning of the increment and
one for readings at 1 minute
one for readings at 2 minutes which can be deleted
It is possible to remove any individual Load Increment through the use of a delete button on the increment itself.
New Load Increment sections can be added using a button that appears in each increment section on the test.
The new section will:
Be added immediately after the section from which it was added (i.e. pressing this button in the Load Increment 1 section would add a new section immediately after Load Increment 1, renumbering all following sections)
Contain the same number of rows as the section from which it was added.
Measured Settlement
Laboratory Moisture Content
Equipment List
For equipment to be available for selection in equipment drop down boxes, the equipment item must first be created in QESTLab's Equipment list. Refer to article Creating Equipment.
Results
Laboratory test results are shown both as charts and numeric values.
The progress of the test is shown in the following graphs:
Settlement vs. Applied Pressure
Settlement vs. Time
The following numeric values are always shown, where available:
Maximum Applied Pressure (kN/m²)
Maximum Deformation (mm)
When a laboratory Moisture Content is taken, the following value is available:
Moisture Content (%)
When the Calculate Equivalent CBR Results checkbox is ticked, the following values are displayed:
Pressure at 1.25 mm Settlement (kN/m²)
Modulus of Subgrade Reaction (MN/m²/m)
Equivalent CBR (%)
Reporting
The Report checkboxes at the end of the Results section allow selection of optional reportable results.
The results from this worksheet can be reported on the following test report.
Incremental Plate Loading Test Report (110274)
Properties
QESTID | 110274 |
---|---|
Name | Incremental Plate Loading Test |
Child Of | Test (110468) |
Reported Values
Field | Unit | Precision | Condition |
---|---|---|---|
Maximum Deformation | mm | Nearest 0.01 | Always |
Maximum Applied Pressure | kPa | 3 s.f. | Always |
Modulus of Subgrade Reaction | MN/m²/m | 3 s.f. | Optional |
Equivalent CBR | % | 2 s.f. | Optional |
Moisture Content | % | Nearest 0.1 | Optional |
Batch Update Support
This worksheet is not supported on the batch update page.
Work Progress and Complete Status
The work progress rules noted below are the default set of rules for this test, these may be overwritten by system administrators and therefore behave differently on each QEST Platform instance.
Progress (%) | Criteria |
---|---|
0% | Sample has been created and this test has been added. |
75% | All load increments are complete, AND, if a Laboratory Moisture Content Sample has been taken, the Moisture Content drying is incomplete. |
100% | Test is complete |
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