- 2078 Poush · 1+1 marks
Permeability method for clay
Short answer
The falling (variable) head test is most appropriate because clay has very low permeability, making constant-head flow too small to measure accurately. The coefficient is k = (2.303 a L)/(A t) log10(h1/h2), where a is standpipe area, L sample length, A sample area, and t is time for head to fall from h1 to h2.
At a site, the initial investigation showed that the soil is cohesive (clay). If you have to determine the coefficient of permeability of the soil, which method is most appropriate in the laboratory and why? Also write the expression to determine the coefficient of permeability.
Method
The falling (variable) head permeability test is the most appropriate for clay.
Why: clay has very low permeability ( to m/s). In a constant head test the flow would be too small to collect and measure accurately in a reasonable time. In the falling head test, a standpipe of small area is used, so even a tiny quantity of flow gives a measurable fall in head.
Expression
For a sample of length and area , with head falling from to in time :
where is the standpipe area. (A consolidation test can also be used for clays, using .)
✓ Answer checked by Claude Opus 5.5 (high effort)
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