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Seepage improvement test and analysis of granite residual soil

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Published under licence by IOP Publishing Ltd
, , Citation Hua Hu and Xuan Wu 2021 IOP Conf. Ser.: Earth Environ. Sci. 643 012129 DOI 10.1088/1755-1315/643/1/012129

1755-1315/643/1/012129

Abstract

The influence of slag powder, cement and bentonite on the permeability coefficient of granite residual soil at different incorporation ratios was analyzed by means of seepage test with variable head. Meanwhile, the permeability coefficient was compared with that of the original granite residual soil. It is found that the effect of slag powder on reducing the permeability coefficient of granite residual soil under non-alkaline environment is limited. The effect of cement on decreasing permeability coefficient of granite residual soil is obvious. Bentonite has the best effect on reducing permeability coefficient of granite residual soil.

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10.1088/1755-1315/643/1/012129