Cross tests in soil mechanics (VSS1998/188)
Overview
Background & policy context:
During various investigations performed by testing laboratories in order to obtain their accreditation, the Swiss Federal Office of Metrology and Accreditation (METAS) found out that, in Switzerland, there was an important lack of crossed tests available in all areas of rock and soil mechanics.
Moreover, the few existing crossed tests results were sometimes varying a lot as a function of the laboratory they were performed at.
Having recognised this problem, the soil and rock mechanics laboratories at EPFL obtained from the Swiss Federal Roads Authority funding destined to organise an inter-laboratory testing project.
Objectives:
It is planned to perform a series of tests in the field of soil mechanics and foundation engineering. The tests are organised as so called cross tests. The results show the reliability of such results performed in different laboratories.
Methodology:
The following tests were proposed for rock mechanics: mass unit weight, unconfined compression strength, modulus of elasticity, indirect tensile strength and for soil mechanics: water content, mass unit weight and unit weight of solid particles, grain size distribution and sedimentometry, liquid and plastic limits, direct shear test and incremental oedometer.
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