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.
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.
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.
System components that should be ordered separately include:
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.
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.