EXPERIMENTAL SETUP FOR TESTING BY WEAK saturated soil uniaxial compression

摘要

The invention relates to test methods saturated soils weak uniaxial compression and can be used to study the rheological properties of soils under laboratory conditions. The novelty of the experimental setup for testing weak saturated soils by uniaxial compression is that it does not contain transmissive water pipe section into which is placed the sample cross-sectional area of up to 2500 cm ² and with a diameter ratio d to the height h of from 1: 2 to 1 5, loaded plunger with holes. Above the piston is in the form of subterranean castle identical saturated soil. The technical result consists in providing the possibility of simulating recessed bicomponent water-saturated soil sample from the surface and studies of the effect of pore water in time.