YIN Qi-xiang, ZHOU Guo-qing, ZHAO Xiao-dong, et al. Experimental study of the water migration and compression of soils under double direction freezing-one direction thawing[J]. 2015, 36(4): 1021-1026.
DOI:
YIN Qi-xiang, ZHOU Guo-qing, ZHAO Xiao-dong, et al. Experimental study of the water migration and compression of soils under double direction freezing-one direction thawing[J]. 2015, 36(4): 1021-1026.DOI: 10.16285/j.rsm.2015.04.016.
Experimental study of the water migration and compression of soils under double direction freezing-one direction thawing
The freezing-thawing experiments were performed to investigate the effect of pre-freezing moisture content and dry density on the compression and water migration in Qinghai-Tibet silty clay under double-direction freezing and one-direction thawing. The results show that (1) under large thermal gradients
the compressibility of the soil decreases at low initial densities and increases at high initial densities after freeze-thaw cycles
whereas under small thermal gradients
the soil compressibility constantly decreases; (2) As the pre-freezing moisture content increases
the soil compressibility under larger thermal gradients increases and approaches to a stable value
whereas it remains practically unchanged under small thermal gradients; (3) As the thermal gradient increases
all the compressibility coefficients of melted soils at different densities decrease first
and then increase
and the compressibility coefficients of melted soils under different pre-freezing water contents increase; (4) The water contents in the frozen specimen first increase
then decrease and finally increase from the top to the bottom. As the thermal gradient descends
the water content in the middle part of the specimen increases first and then decreases.