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an engineering geological characterisation of tropical clays - GBV

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v<br />

7.29 – 7.33 Correlation between swelling pressure <strong>an</strong>d index properties<br />

<strong>of</strong> black <strong>clays</strong> 140- 141<br />

7.34 Variation <strong>of</strong> percentage swelling with loading pressure in black <strong>clays</strong> 143<br />

7.35 Correlation; % swelling <strong>an</strong>d loading pressure <strong>of</strong> black clay samples 144<br />

7.36 Correlation between % swelling <strong>an</strong>d loading pressure <strong>of</strong> black <strong>clays</strong> 146<br />

7.37 Correlation; percentage swelling in relation to initial specimen height, Ho,<br />

<strong>an</strong>d extent <strong>of</strong> external loading for black <strong>clays</strong> 149<br />

7.38 Estimation <strong>of</strong> swelling properties <strong>of</strong> black <strong>clays</strong> using Greek method 151<br />

8.1-8.2 Natural moisture content variation in black <strong>clays</strong> across the study area for<br />

depths less th<strong>an</strong> 0,50m as well as those greater th<strong>an</strong> 0,50m 155-157<br />

8.3-8.4 Liquid limit variation in black <strong>clays</strong> across the study area for depths <strong>of</strong><br />

less th<strong>an</strong> 0,50m as well as those greater th<strong>an</strong> 0,50m 158-161<br />

183<br />

8.5-8.6 Plasticity index variation in black <strong>clays</strong> across the study area for the depth <strong>of</strong><br />

less th<strong>an</strong> 0,5m as well as that greater th<strong>an</strong> 0,5m 162-163<br />

8.7-8.8 Linear shrinkage variation across the study area for the depth <strong>of</strong><br />

less th<strong>an</strong> 0,50m as well as that greater th<strong>an</strong> 0,50m 164-165<br />

8.9-8.10 Free swell variation in black <strong>clays</strong> across the study area at depths<br />

<strong>of</strong> less th<strong>an</strong> 0,5m as well as those greater th<strong>an</strong> 0,50m 166-168<br />

8.11 Variation <strong>of</strong> clay proportion in black <strong>clays</strong> across the study area at depths <strong>of</strong> less<br />

th<strong>an</strong> 0,5m as well as those greater th<strong>an</strong> 0,50m 170<br />

8.12-8.13 Variation <strong>of</strong> fines proportion in black <strong>clays</strong> across the study area at depths<br />

<strong>of</strong> less th<strong>an</strong> 0,5m as well as those greater th<strong>an</strong> 0,50m 171-172<br />

8.14 Distribution <strong>an</strong>d variation <strong>of</strong> coarse fraction in black <strong>clays</strong> 173<br />

8.15 Distribution <strong>an</strong>d variation <strong>of</strong> shear strength parameters (c´, φ´) in black<br />

<strong>clays</strong> 174-175<br />

10.1 Correlation between laboratory measured values <strong>of</strong> plasticity index <strong>an</strong>d linear<br />

shrinkage <strong>of</strong> black <strong>clays</strong><br />

10.2 Correlation between calculated <strong>an</strong>d laboratory measured plasticity indices<br />

<strong>of</strong> black <strong>clays</strong> 184<br />

10.3 Correlation between laboratory measured values <strong>of</strong> plasticity index <strong>an</strong>d linear<br />

shrinkage <strong>of</strong> red soils 186<br />

10.4 Correlation between calculated <strong>an</strong>d laboratory measured plasticity indices<br />

<strong>of</strong> red soils 187<br />

10.5 Correlation between laboratory measured values <strong>of</strong> plasticity index<br />

<strong>an</strong>d liquid limit <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 187<br />

10.6 Correlation between calculated <strong>an</strong>d laboratory determined plasticity indices<br />

<strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 191<br />

10.7 Correlation: laboratory measured values <strong>of</strong> linear shrinkage <strong>an</strong>d liquid<br />

limit <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 191<br />

10.8 A correlation between calculated <strong>an</strong>d laboratory determined linear<br />

shrinkage <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 194<br />

10.9 Correlation: laboratory measured values <strong>of</strong> free swell <strong>an</strong>d those <strong>of</strong> liquid<br />

limit, plasticity index <strong>an</strong>d linear shrinkage <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 197<br />

10.10 Correlation between calculated <strong>an</strong>d laboratory determined free<br />

swell values <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 198<br />

10.11 Correlation between laboratory measured values <strong>of</strong> linear shrinkage <strong>an</strong>d<br />

clay fraction <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 198<br />

10.12 Correlation between laboratory measured values <strong>of</strong> free swell <strong>an</strong>d clay<br />

fraction <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 199

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