Interface shear strength between geosynthetic clay liner and covering soil on the embankment of an irrigation pond and stability evaluation of its widened sections
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DOI: 10.1016/j.sandf.2017.03.007
Abstract: Abstract Geosynthetic clay liners (GCLs) are typically used for widening sections of an embankment. They are also used as low permeability liners to minimize water leakage from reservoirs such as irrigation ponds. However, few investigations… read more here.
Keywords: covering soil; shear strength; geosynthetic clay; embankment ... See more keywords