58 Chapter 6 Chemical <strong>an</strong>d mineralogical <strong>an</strong>alyses 6.1 Introduction A number <strong>of</strong> soil samples previously collected from the field were subjected to laboratory chemical <strong>an</strong>d mineralogical <strong>an</strong>alyses <strong>an</strong>d/ or studies using the X-ray fluorescence (XRF), X- ray diffraction (XRD) <strong>an</strong>d sc<strong>an</strong>ning electron microscope (SEM) techniques. 6.2 X-ray fluorescence (XRF) studies 6.2.1 Scope <strong>an</strong>d method Chemical <strong>an</strong>alyses were carried out using X-ray fluorescence technique to determine the percentage composition <strong>of</strong> major oxides in the clay soils, <strong>an</strong>d include SiO2, Al2O3, Fe2O3, FeO, MgO, CaO, MnO, Na2O, K2O, TiO2, P2O5 <strong>an</strong>d SO4. Percentage content <strong>of</strong> F, Cl, S <strong>an</strong>d Cr, as well as losses on ignition were also determined. The <strong>an</strong>alysis results have been useful in computing mineral contents in the tested soils (according to Olphen <strong>an</strong>d Fripiat, 1979), especially where direct measurement <strong>of</strong> mineralogical compositions, such as kaolinite in red soils, has proved difficult. A PW-1480 (Rh 100kV LiF220 Ge111 T1AP) X-ray spectrometer <strong>an</strong>d a shale (<strong>clays</strong>tone) st<strong>an</strong>dard were employed in the XRF <strong>an</strong>alysis. Preparation <strong>of</strong> test specimens involved mixing <strong>of</strong> Hoechst wax (as diluent) with soil sample at a ratio <strong>of</strong> 1:5 to make a homogenous mixture. 6.2.2 Results Results <strong>of</strong> chemical <strong>an</strong>alyses obtained for the soils in this study are presented in Table 6.1 for red soils <strong>an</strong>d Table 6.2 for black <strong>clays</strong>. Table 6.1. Results <strong>of</strong> chemical <strong>an</strong>alyses <strong>of</strong> red soils obtained in this study. % content <strong>of</strong>: Rd1-30cm Rd1-100cm Rd1-200cm Rd1-400cm SiO2 47,50 47,10 47,20 47,6 Al2O3 32,20 33,40 33,20 33,30 Fe2O3 15,30 15,50 15,50 15,20 FeO - - - - BaO 0,062 0,061 0,071 0,064 MgO 0,12 0,097 0,14 0,13 CaO 0,26 0,24 0,16 0,26 Na2O ‹ ‹ ‹ ‹ K2O 0,96 0,66 0,68 0,60 P2O5 0,19 0,086 0,096 0,062 ZrO2 0,37 0,37 0,37 0,36 TiO2 1,57 1,51 1,51 1,46 MnO 0,96 0,53 0,61 0,52 Loss on ignition - - - - Total 99,49 99,55 99,54 99,56 Rd1-30cm, Rd1-100cm, Rd1-200cm & Rd1-400cm are red soil samples.
59 The presence <strong>of</strong> BaO in the red <strong>an</strong>d black soils is most likely a result <strong>of</strong> contributions in the form <strong>of</strong> BaCO3 <strong>an</strong>d/ or BaSO4 as contamin<strong>an</strong>ts from industrial effluents <strong>an</strong>d/ or wastes. Fertilizers <strong>an</strong>d industrial water could also account for the presence <strong>of</strong> traces <strong>of</strong> P2O5 in both types <strong>of</strong> soil. Table 6.2. Results <strong>of</strong> chemical <strong>an</strong>alyses <strong>of</strong> black <strong>clays</strong> obtained in this study. Content SA2- SA2- SA41- SB1- SB1- SB41- SB41- SC17- SC41- SC41- <strong>of</strong> (%): 70cm 105cm 50cm 50cm 70cm 30cm 50cm 50cm 30cm 50cm SiO2 52,50 51,40 58,35 52,79 53,44 52,64 53,21 56,38 52,06 53,71 Al2O3 14,71 14,93 13,37 12,74 12,84 12,14 12,20 11,87 12,06 11,77 Fe2O3 8,66 8,85 6,98 6,90 6,96 6,67 6,75 6,20 6,49 6,10 FeO - - - - - - - - - - BaO 0,052 0,052 0,031 0,062 0,062 0,064 0,062 0,085 0,123 0,104 MgO 1,25 1,22 1,13 1,16 1,23 1,43 1,42 1,28 1,34 1,31 CaO 1,28 4,29 1,28 1,54 2,01 2,61 2,32 1,47 1,64 1,48 Na2O 1,06 1,04 0,69 0,71 0,76 0,50 0,56 0,82 0,90 0,89 K2O 1,78 1,73 1,25 1,27 1,34 1,02 1,04 1,41 1,32 1,31 P2O5 0,026 0,024 0,037 0,032 0,038 0,038 0,038 0,047 0,036 0,04 ZrO2 0,092 0,091 0,085 0,091 0,092 0,078 0,078 0,072 0,073 0,072 TiO2 0,96 0,95 0,90 0,76 0,75 0,77 0,77 0,75 0,79 0,77 MnO 0,312 0,363 0,249 0,455 0,439 0,497 0,505 0,488 0,469 0,511 SO3 - - - - - - - 0,011 0,028 0,016 Cl 0,065 0,039 - - - - - - 0,015 0,015 F 0,262 0,362 0,247 0,294 0,325 0,281 0,267 0,311 0,300 0,293 Loss on - - - - - - - - - - ignition Total 83,01 85,34 84,60 78,80 80,29 78,74 79,22 81,19 77,64 78,39 SA2-70cm, SA2-105cm, SA41-50cm, SB1-50cm, SB1-70cm, SB41-30cm, SB41-50cm, SC17-50cm, SC41- 30cm <strong>an</strong>d SC41-50cm are black clay samples. The total sum <strong>of</strong> the various chemical components <strong>of</strong> the black <strong>clays</strong> add up to only 77,64 – 85,34% (Table 6.2), <strong>an</strong>d not 100%. This is a relatively large difference which could be partly accounted for by the presence in the soils <strong>of</strong> accessory amounts <strong>of</strong> heavy metal compounds, light <strong>an</strong>d noble elements; <strong>an</strong>d partly by the loss on ignition <strong>of</strong> org<strong>an</strong>ic matter components. The difference is comparatively small <strong>an</strong>d negligible in the red soils (Table 6.1) in which the total sum <strong>of</strong> the chemical components is virtually 100%, probably due to the relatively low <strong>an</strong>d/ or negligible org<strong>an</strong>ic content (Table 6.7). 6.3 X-ray diffraction (XRD) studies 6.3.1 Scope <strong>an</strong>d method X-ray diffraction studies <strong>an</strong>d <strong>an</strong>alyses were carried out in the present work to determine the mineralogical composition <strong>of</strong> the black <strong>clays</strong> <strong>an</strong>d red soils. Clay minerals present were identified by their characteristic diffraction patterns. A diffractometer (Type PW1710-Basis) was used to determine the presence <strong>of</strong> clay minerals which include smectites ( montmorillonite), kaolinite <strong>an</strong>d illite. This was done for selected conditions <strong>of</strong> continuous sc<strong>an</strong>ning rate <strong>of</strong> 0,020 (° 2θ/second), chart speed 0,10 (mm/ second) <strong>an</strong>d using Cu-Kα radiation. The clay minerals were X-rayed from prepared clay fractions (
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AN ENGINEERING GEOLOGICAL CHARACTER
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i Contents Page Acknowledgements Su
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iii Chapter 8. Distribution of inde
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v 7.29 - 7.33 Correlation between s
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vii 136 139 7.13 Compressibility cl
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ix Acknowledgements I would like to
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1 Chapter 1 Introduction 1.1 Scope
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Figure1.1 Map of Nairobi region sho
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5 Plates 1.2 (a) & (b) Strong shrin
- Page 19 and 20: 7 Available literature in the form
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- Page 23 and 24: 11 1.6 Climate The Nairobi area and
- Page 25 and 26: 13 marked daily range of relative h
- Page 27 and 28: 15 Chapter 2 Previous works 2.1 Sum
- Page 29 and 30: 17 Table 2.1 Stratigraphic correlat
- Page 31 and 32: 19 Chapter 3 Geology 3.1 Introducti
- Page 33: 21 metamorphic minerals sillimanite
- Page 37 and 38: 25 and prismatic apatite occur as a
- Page 39 and 40: 27 Table 3.2 Chemical analyses of s
- Page 41 and 42: 29 caused by partial segregation of
- Page 44 and 45: 32 could otherwise lead to erroneou
- Page 46 and 47: 34 The red soils in this study occu
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- Page 50 and 51: 38 4.4 Vane test 4.4.1 Introduction
- Page 52 and 53: 40 Table 4.1 Classification of soft
- Page 54 and 55: 42 The variation of vane shear stre
- Page 56 and 57: 44 And thirdly, the field vane appa
- Page 58: 46 horizon, most probably a result
- Page 61 and 62: 49 The red friable clays on the who
- Page 63 and 64: 51 Results of chemical analyses of
- Page 65 and 66: 53 Results of previous soil classif
- Page 67 and 68: 55 neighbouring metamorphic areas a
- Page 69: 57 Table 5.10. Profile description
- Page 73 and 74: 61 resulted most probably from supp
- Page 75 and 76: 63 800 Impulse 700 600 500 SC 17 -5
- Page 77 and 78: 65 sericite and chlorite (see next
- Page 79 and 80: 67 Q: Quartz (1%) H: Haematite K: K
- Page 81 and 82: 69 Plate 6.3. K-feldspar phenocryst
- Page 83 and 84: 71 The trachytes generally show a r
- Page 85 and 86: 73 Plate 6.16. Organic matter (rema
- Page 87 and 88: 75 Plate 6.24. Solution pores/ cavi
- Page 89 and 90: 77 Plate 6.29. Iron concretion with
- Page 91 and 92: 79 The CS-225 is a micro-processor
- Page 93 and 94: 81 The red soils generally exhibit
- Page 95 and 96: 83 Chapter 7 Laboratory soils index
- Page 97 and 98: 85 According to Johnson and Degraff
- Page 99 and 100: 87 Table 7.2. Results of index test
- Page 101 and 102: 89 Plate 7.2a. Apparatus for liquid
- Page 103 and 104: 91 Activity chart Plasticity index
- Page 105 and 106: 93 Table 7.3 (continued). Atterberg
- Page 107 and 108: 95 where 7.1.4.4 Results V = volume
- Page 109 and 110: 97 A standard classification of soi
- Page 111 and 112: 99 Table 7.6. Viscosity and density
- Page 113 and 114: 101 Table 7.7, continued. Results o
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- Page 117 and 118: 105 Plate 7.7a. Shear testing showi
- Page 119 and 120: 107 Shear stress / Displacement Cur
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109 Table 7.10. Distribution and/ o
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111 illustrated in Figures 7.6, 7.7
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113 Black clays Cohesion c´ (kN/m
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115 7.4 Oedometer consolidation tes
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117 The compound coefficient, K/ρw
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119 Primary consolidation is a time
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121 where w (%) = moisture content
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123 Relationships between values of
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125 Plate 7.8. Oedometer consolidat
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127 Cumulative log-time/settlement
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129 Ranges of values of coefficient
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131 is most probably due to the ten
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133 The results of correlation show
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135 by differences in lithology, mi
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137 Black clays and red soils Swell
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139 Testing procedure involved cutt
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141 Black clays Swelling pressure S
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143 Black clays: P (kPa) vs S (%) P
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145 The same relationship is repres
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147 Alternatively, percentage swell
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149 Combined sample results: S % vs
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151 Black clays: Greek method P% =
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153 partly produced by effects of w
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155 Chapter 8 Distribution of index
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157 the study area, respectively. R
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159 Liquid limit variation; 0,50m a
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161 Liquid limit (LL) variation (>
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163 (8.6). The few isolated patches
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165 Similarly, soil thicknesses of
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167 Free swell variation; 0,50m dep
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169 fraction at the two depth inter
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171 Variation of fines (%), < 0,50m
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173 %coarse % coarse fraction varia
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175 1°19´S 22 Shear angle variati
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177 9.2 Grain size distribution The
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179 rapid dissipation of pore water
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Chapter 10 181 Correlation of index
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183 Black clays; plasticity index/
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185 On the other hand, laboratory m
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187 Red clays; measured/ calculated
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189 These two relationships could b
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191 Diagram: PImeasured/ PIcalculat
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193 Table 10.5, continued. Calculat
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195 Table 10.6. Calculated and labo
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197 The swelling capability in term
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199 Free swell/ clay fraction Free
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201 There has also been a decrease
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203 PI = 1,88*LS A comparison of pl
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205 cc = 0,0099(122-LL) for black c
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207 Chapter 12 Recommendations Anal
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209 cc = 0,0099(122-LL) for black c
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211 References Abebe, S. T., 2002.
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213 Galster, R.W., 1977. A system o
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215 Mitchell, J.K., 1993. Fundament
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217 ------,1964. Long term stabilit
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Appendix A: Oedometer consolidation
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Table A7. Consolidation parameters
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Results of swelling tests on black
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Appendix D Distribution/ variation
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 1000 Distance (m) We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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4000 3000 2000 Distance (m) 1000 We
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Appendix E Geotechnical soil map of