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Nanoclay Performance on Resistance of Clay under Freezing Cycles
ZAHEDI, MOHSEN; SHARIFIPOUR, MOHAMMAD; JAHANBAKHSHI, FARZAD & BAYAT, RAMIN
Abstract
This study aims to investigate effect of nanoclay on resistance of the exposed
clay soils in freezing in vitro conditions. The clay sample was selected from the considered
land. Then they were mixed on water in 1.5, 3, 4.5 and 6 percents as well as without
nanoclay. There were prepared cylinders with 3.81 cm diameter and 7.62 cm height, which
they have been placed in conditions without freezing, one cycle, two cycles and three cycles
of freezing. Then they were tested under uniaxial experiment. Then they were analyzed by
SPSS software. The results show that adding nanoclay with 1.5, 3, 4.5 and 6 percents will
reduce soil strength during freezing cycles. It can be occurred because adding nanoclay will
result to increase special surface of the samples; consequently, increasing electrical load
increases water absorption, which it can be partly cause of non-effective increasing nanoclay
in soil resistance. There is also a significant difference between pressure strength of soils with
lower humidity and those with higher humidity. It confirms that increasing humidity
decreases strength level, which increasing water absorption of samples by nanoclay is reason
of decreasing strength. There is an inverse significant relationship between increasing nano
and soil water absorption, which its reason may be that adding nanoclay because of increasing
samples special surface and consequently, increasing electricity load will increase water
absorption and samples’ plasticity. It can be expected that samples’ permeability will decline
by increasing their plasticity. There is also a significant relationship between increasing nano
and soil liquid and doughiness limit that its reason can be increasing rate of water absorption
in samples due to presence of nanoclay.
Keywords
Nanoclay; Resistance; Freezing; Sample; Uniaxial
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