Front Loading Oedometer

$ 0.00 AUD

The consolidation attributes of soils of low permeability can be determined with a One-dimensional Consolidation test. UTest's Oedometer is suitable to complete such a test.

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To guarantee minimum frame distortion, the UTEST Front Loading Oedometer has been solidly constructed. The frame is designed to load the specimen through a lever arm assembly and one of three alternative beam ratios as 9:1, 10:1 and 11:1. The beam is fitted with a counter balance weight and beam support jack. The cell platform is compatible with the full range of UTEST consolidation cells and is fitted with a central spigot to ensure accurate centering of the cell under the loading.

The UTEST fixed ring consolidation cells are constructed from corrosion-resistant materials and conform to the requirements of the relevant standards. An integral water reservoir is incorporated in the cell which allows the specimen to be inundated when required. Upper and lower porous discs, a pressure pad and a cutting (specimen) ring are all supplied with the cells.

Test method

The consolidation attributes of soils of low permeability can be determined with the One-dimensional Consolidation test.

Tests are performed on specimens prepared from undisturbed samples or compacted disturbed samples. The user is able to estimate the behaviour of foundations under load with the data collected from these tests. Classification data and a knowledge of the soils loading history are also important in making these estimates.

  • Undisturbed samples should be trimmed directly in the consolidation cell using the built in cutting edge and then further trimmed flush with top and bottom ends
  • Mass of the cell and soil is measured and the wet mass of the specimen calculated by subtracting the known ring mass
  • Pre dampened porous plates are placed on either side of the cell
  • Cell is placed in loading Oedometer and a seating pressure is applied
  • Pressure is doubled and changes in thickness are recorded periodically, this is repeated up to the maximum desired load
  • Loading is continued until the thickness vs Log Time plot stabilises as described in AS1289.6.6.1 or to a time suitable to the sample and testing requirements
  • The specimen is then unloaded and the change in thickness recorded
  • Final mass is recorded and the specimen cut for examination.
  • The sample is then oven dried to obtain the dry mass as per AS1289.2.1.1

System Components

System components that should be ordered separately include:

  • Consolidation cell
  • Dial gauge or displacement transducer and data logger
  • Bench
  • Weights
  • Apparatuses for the preparation of consolidation samples
  • Calibration disc

Data Acquisition & PC Software

As an alternative to dial gauges and manual measurements a 4 or 8 channel static unilogger (UTG-0320 or UTG-0325) may be used for recording displacement data over time.

  • High resolution: 260.000 points.
  • Serial port for PC and printer connection.
  • CPU card by microprocessor 32 bit ARM risk architecture.
  • 4 or 8 analogical channels for displacement transducers.
  • The Utest consolidation software is developed according to ASTM D2435, D3877, D4546, BS 1377:5 and AASHTO T216 standards to use with static unilogger systems. The displacement transducers are connected to unilogger and unilogger is connected to PC by RS232 serial output. The software is capable monitoring the chance of displacement data over times. The user can start recording of vertical displacement and stop current recording proses. The user can enter time intervals (or select fixed time intervals) and stress for calculation consolidation test data.
Soil Consolidation Software

The consolidation software has 8 different columns which can be set to different load values. The vertical displacement can be manually entered into these columns. The time-displacement pairs are drawn to square root time and logarithmic time graphs. The software can calculate engineering terms like as square root t90, t50, t100, mv, Cv. These calculations are done respect to the standards requirements by using best line algorithms. Since these parameters require an engineering perspective while making comments, all test data and graphs are exported to Microsoft Excel for further investigations.

  • Foreign Language Support and Customizable User Interface
  • Graphical outputs and reports can be saved as a MS Excel worksheet
  • Maximum Flexibility to edit report and graph templates

Model
Dial Gauge Oedometers and Bench
Product Code

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Components

3 x UTS-0300 Oedometer

UTS-0302 Bench

3 x UTGM-0120 Analog Dial

Gauge, 30x0.01 mm

Dimensions

750x850x1400 mm

Weight

180 kg


Consolidation Cells, Cell Accessories and Bench Weights should be ordered separately.

Model
Digital Oedometers and Bench
Product Code

---

Components

3 x UTS-0300 Oedometer

UTS-0302 Bench

3 x UTGM-00620 Linear

Potentiometric Displacement Transducer 25x0.001 mm

UTCU-0020 Interface Unit with 4 Channel for Data Acquisition

UTS-0300 Utest Software for Consolidation Test

Dimensions

750x850x1400 mm

Weight

180 kg


Consolidation Cells, Cell Accessories and Bench Weights should be ordered separately.

Model
Ø50 mm Consolidation Cell
Product Code

UTS-0307

Components

Upper and lower porous disc, pressure pad and cutting (specimen) ring

Spare Cutting Ring

UTS-0308

Upper and Lower Porous Disc

UTS-0330

Calibration Disc, stainless steel

UTS-0339

Sample Prep Apparatus

UTS-0358

Model
Ø63.5 mm Consolidation Cell
Product Code

UTS-0309

Components

Upper and lower porous disc, pressure pad and cutting (specimen) ring

Spare Cutting Ring

UTS-0312

Upper and Lower Porous Disc

UTS-0331

Calibration Disc, stainless steel

UTS-0341

Sample Prep Apparatus

UTS-0359

Model
Ø75 mm Consolidation Cell
Product Code

UTS-0313

Components

Upper and lower porous disc, pressure pad and cutting (specimen) ring

Spare Cutting Ring

UTS-0314

Upper and Lower Porous Disc

UTS-0333

Calibration Disc, stainless steel

UTS-0343

Sample Prep Apparatus

UTS-0360

Model
Ø101.6 mm Consolidation Cell
Product Code

UTS-0315

Components

Upper and lower porous disc, pressure pad and cutting (specimen) ring

Spare Cutting Ring

UTS-0318

Upper and Lower Porous Disc

UTS-0335

Calibration Disc, stainless steel

UTS-0345

Sample Prep Apparatus

UTS-0362

Model
Ø112.8 mm Consolidation Cell
Product Code

UTS-0320

Components

Upper and lower porous disc, pressure pad and cutting (specimen) ring

Spare Cutting Ring

UTS-0322

Upper and Lower Porous Disc

UTS-0338

Calibration Disc, stainless steel

UTS-0347

Sample Prep Apparatus

UTS-0364

Model
16 kgf Set
Product Code

UTS-0368

Components

(2) 5 kg, (1) 2 kg, (2) 1 kg, (3) 0.5 kg, (2) 0.25 kg

Model
32 kgf Set
Product Code

UTS-0370

Components

(1) 10 kg, (3) 5 kg, (2) 2 kg, (1) 1 kg, (3) 0.5 kg, (2) 0.25 kg

Model
50 kgf Set
Product Code

UTS-0372

Components

(3) 10 kg, (2) 5 kg, (3) 2 kg, (2) 1 kg, (3) 0.5 kg, (2) 0.25 kg

Model
64 kgf Set
Product Code

UTS-0374

Components

(4) 10 kg, (3) 5 kg, (2) 2 kg, (3) 1 kg, (3) 0.5 kg, (2) 0.25 kg

Model
80 kgf Set
Product Code

UTS-0376

Components

(6) 10 kg, (2) 5 kg, (3) 2 kg, (2) 1 kg, (3) 0.5 kg, (2) 0.25 kg

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AS 1289.6.6.1
Methods of testing soils for engineering purposes, Method 6.6.1: Soil strength and consolidation tests — Determination of the one-dimensional consolidation properties of a soil — Standard method
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