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an engineering geological characterisation of tropical clays - GBV

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151<br />

Black <strong>clays</strong>: Greek method<br />

P% = (P/SP) * 100<br />

120<br />

100<br />

80<br />

60<br />

40<br />

20<br />

n = 21<br />

P/SP = -17,32Ln(S/P) + 1,18<br />

R 2 = 0,85<br />

S/P vs P/SP (%)<br />

0<br />

0,00 0,50 1,00 1,50 2,00 2,50 3,00<br />

S (%)/P (kPa)<br />

Fig. 7.38a. Correlation between ratios S(%)/P <strong>an</strong>d P/SP (%), i.e. Greek method, for combined<br />

sample results <strong>of</strong> black <strong>clays</strong> ( S% derived w.r.t initial specimen height Ho).<br />

Black <strong>clays</strong>: Greek method<br />

P% = (P/SP) * 100<br />

120<br />

100<br />

80<br />

60<br />

40<br />

20<br />

n = 21<br />

P/SP = -17,32Ln(S/P) + 1,18<br />

R 2 = 0,85<br />

S/P vs P/SP (%)<br />

0<br />

0,01 0,10 1,00 10,00<br />

S (%)/ P (kPa)<br />

Figure 7.38b. Correlation between S(%)/P on log scale <strong>an</strong>d P/SP (%) for combined sample<br />

results <strong>of</strong> black <strong>clays</strong>, based on the Greek method (S% w.r.t initial specimen height, Ho).<br />

Correlations using the Greek method resulted in the following relationship, i.e.<br />

P (%) = -17.32Ln(S/SP) + 1,18 (7.51)<br />

Where S (%) = percentage swelling in relation to initial specimen height, Ho mm.<br />

P (kPa) = load decrement<br />

SP (kPa) = swelling pressure<br />

P% = [P(kPa)/SP (kPa)] * 100

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