Effect of saturation degree on the behaviour of clear sand in very dense state
Abstract
In this paper, a series of tests were carried out to investigate the effect of saturation degree on the liquefaction behaviour of Hostun sand in a very dense state. All the samples were reconstituted by the wet tamping method at a high relative density of 83%. After sample wetting and sample consolidation, the samples having different saturation degrees have been subjected to cyclic loading to study the liquefaction behaviour. The Cyclic Stress Ratio (CSR) of the cyclic loading increased after a given number of cycles until the liquefaction of material. The results show that even though the samples were in a very dense state and not fully saturated, they were liquefied under cyclic loading with increasing CSR. The saturation degree or Skempton's coefficient B affects significantly the liquefaction potential of samples. A decrease of B value from 0.97 to 0.7 results in the increase of CSR needed to liquefy the samples from 0.25 to 0.35. However, the effect of this parameter on the friction angle seems not to be clear.