an engineering geological characterisation of tropical clays - GBV
an engineering geological characterisation of tropical clays - GBV
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