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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 (k≈10−7k \approx 10^{-7} to 10−1010^{-10} 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 aa is used, so even a tiny quantity of flow gives a measurable fall in head.

Expression

For a sample of length LL and area AA, with head falling from h1h_1 to h2h_2 in time tt:

k=2.303 a LA tlog⁡10h1h2k = \frac{2.303\,a\,L}{A\,t}\log_{10}\frac{h_1}{h_2}

where aa is the standpipe area. (A consolidation test can also be used for clays, using k=cvmvγwk = c_v m_v \gamma_w.)

✓ Answer checked by Claude Opus 5.5 (high effort)

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