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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vii<br />
136<br />
139<br />
7.13 Compressibility classification <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 129<br />
7.14 Rates <strong>of</strong> consolidation-settlement <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils 130<br />
7.15a Compression indices, Cc, <strong>an</strong>d compressibility classification <strong>of</strong> clay soils 132<br />
7.15b Results <strong>of</strong> compression indices correlated with Atterberg limits 133<br />
7.16 Correlation between calculated <strong>an</strong>d laboratory derived compression indices 135<br />
7.17 Classification <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d red soils based on coefficient <strong>of</strong> secondary<br />
compression 136<br />
7.18 Results <strong>of</strong> swell indices for black <strong>clays</strong> <strong>an</strong>d red soils correlated with Atterberg<br />
limits <strong>an</strong>d free swell<br />
7.19 Results <strong>of</strong> swelling pressures for black <strong>clays</strong>, alongside corresponding<br />
index properties <strong>an</strong>d clay mineralogy<br />
7.20 Percentage swelling <strong>of</strong> black <strong>clays</strong> under various load decrements 142<br />
7.21 Relative degree <strong>of</strong> swelling <strong>of</strong> black <strong>clays</strong> under various loads 143<br />
7.22 Classification <strong>of</strong> relative degree <strong>of</strong> swelling <strong>of</strong> black <strong>clays</strong> based on<br />
percentage swelling 144<br />
7.23 Percentage swelling <strong>of</strong> black <strong>clays</strong> under various load decrements (S% is in<br />
relation to initial specimen height, Ho, i.e. 2 nd method in this study) 147<br />
7.24 Classification <strong>of</strong> relative degree <strong>of</strong> swelling <strong>of</strong> black <strong>clays</strong> using the<br />
newly derived/ 2 nd method 147<br />
7.25 Computed values for estimating swelling characteristics <strong>of</strong> black <strong>clays</strong><br />
using the Greek method 150<br />
8.1 Values <strong>of</strong> index properties <strong>of</strong> soils along field pr<strong>of</strong>iles in this study 156<br />
8.2 Values <strong>of</strong> clay <strong>an</strong>d fines fractions <strong>of</strong> soils along field pr<strong>of</strong>iles in this study 169<br />
10.1 Calculated <strong>an</strong>d laboratory measured values <strong>of</strong> plasticity index <strong>of</strong> black <strong>clays</strong> 181<br />
10.2 Calculated <strong>an</strong>d laboratory measured values <strong>of</strong> plasticity index <strong>of</strong> red soils 182<br />
10.3 Calculated <strong>an</strong>d laboratory measured plasticity indices <strong>of</strong> black <strong>clays</strong> 188<br />
10.4 Calculated <strong>an</strong>d laboratory measured plasticity indices <strong>of</strong> red soils 190<br />
10.5 Calculated <strong>an</strong>d laboratory measured linear shrinkage values <strong>of</strong> black <strong>clays</strong><br />
<strong>an</strong>d red soils 192<br />
10.6 Calculated <strong>an</strong>d laboratory measured free swell values <strong>of</strong> black <strong>clays</strong> <strong>an</strong>d<br />
red soils 195<br />
Plates<br />
1.1 (a) & (b) New stone structures coming up in the study area 4<br />
1.2 (a) & (b) Strong shrinkage cracks in black cotton soils during dry months 5<br />
1.3 (a) & (b) Cracked <strong>an</strong>d peeled-<strong>of</strong>f asphalt on tarmac road giving way<br />
to formation <strong>of</strong> pot holes in a zone <strong>of</strong> black <strong>clays</strong> in the Nairobi city centre 5<br />
1.4 A slightly tilting building in a zone <strong>of</strong> black <strong>clays</strong> in the study area 6<br />
1.5 (a) & (b) Light/ low rise buildings located in black <strong>clays</strong> with poor drainage 6<br />
1.6 (a) & (b) Heavy constructed structures in a zone <strong>of</strong> black <strong>clays</strong> in<br />
the study area 7<br />
1.7 (a) & (b) View <strong>of</strong> the Great Rift Valley from its eastern fl<strong>an</strong>k, to the west <strong>of</strong><br />
Nairobi area 8<br />
1.8 (a) & (b) Flat plains characterising areas <strong>of</strong> black cotton soils in this study 9<br />
4.1 (a) & (b) H<strong>an</strong>d-dug excavation pits <strong>an</strong>d undisturbed sampling in black <strong>clays</strong> 32<br />
4.2 (a) & (b) H<strong>an</strong>d-dug excavation pits <strong>an</strong>d undisturbed sampling in red soils 33