ZHANG Hu-yuan, PENG Yu, WANG Xue-wen, et al. Water entrance-and-release ability of loess soil modified by consolid system[J]. 2016, 37(S1): 19-26.DOI: 10.16285/j.rsm.2016.S1.002.
To extend the application of consolid system in loess soil improvement in China
this paper intend to verify that consolid system helps maintain a dry interior condition of loess soil. consolid system was mixed into remolded Q3 loess soil for laboratory tests including water drop penetration time test
flexible-wall permeability test
drying shrinkage test and soil-water characteristic curves(SWCCs) test
to investigate the water entrance ability
water permeability
and the dewatering ability of loess soil to different consolid system content. Test results show that
with the increasing proportion of consolid system in the modified soils
water repellency ability of the soils is sharply increased
much better than the soils modified with flyash
cement or lime. Permeability of modified loess soil is almost the same as the un-solidified loess soil
indicating that water flow capacity remains unchanged. Both of the moisture content in drying process and the soil-water characteristic curves(SWCCs) on the capillary action area of modified soils have little changed
indicating that dewatering ability of modified loess soil remains almost the same. These observations are consistent with scanning electron microscope(SEM) test and mercury intrusion porosimetry (MIP) test results
that consolid system has little influence on volume content of big and middle pores. It is concluded that consolid system is benefit to maintain a dry interior condition in loess soil because it sharply increases the soil water repellency ability but has little variation on the original permeability and dewatering ability of the loess soil.