28 overlooking the Nairobi National Park. Outcrops <strong>of</strong> individual flows are also represented by small steps in the escarpment immediately to the west <strong>of</strong>/ <strong>an</strong>d overlooking Nairobi city <strong>an</strong>d the present study area (Saggerson, 1991). Borehole records show penetrated rocks as generally occurring in a continous sequence <strong>of</strong> lava flows, varying in thickness from 91 m around Nairobi city centre to 61 m at Ruaraka (to the north <strong>of</strong> present study area). Records also show the flows as having vesicular upper contact surfaces <strong>an</strong>d/ or to be separated from one <strong>an</strong>other by sediments or tuffs (BH 3001, Mbagathi). In addition, stratigraphic information obtained from boreholes <strong>an</strong>d exposures in quarries in the Nairobi municipality <strong>an</strong>d the present study area, show the Nairobi trachyte separated from the underlying Nairobi phonolite by a few feet thickness <strong>of</strong> agglomeratic tuff (Saggerson, 1991). Table 3.3 Chemical <strong>an</strong>alyses <strong>of</strong> mildly alkaline lavas <strong>of</strong> Nairobi trachyte & other volc<strong>an</strong>ic rocks. 170 151 203 95 W15 87 202 SiO2 43,50 46,74 57,42 59,38 62,56 62,54 59,70 Al2O3 18,65 18,88 17,92 10,84 14,96 15,85 19,20 Fe2O3 1,70 3,11 7,50 3,92 3,25 3,66 8,00 FeO 10,48 7,15 7,50 4,28 3,36 2,62 8,00 MgO 7,42 3,16 1,17 0,89 0,36 0,36 0,30 CaO 10,26 9,30 Tr 3,31 1,21 1,46 2,40 Na2O 2,63 4,17 - 5,60 6,42 6,12 6,40 K2O 0,94 1,67 - 5,01 5,64 5,07 2,80 H2O+ 0,54 0,63 - 3,14 0,54 0,59 - H2O- 0,80 1,07 - 3,14 0,73 0,45 - TiO2 2,40 2,44 0,60 0,81 0,66 1,07 1,2 P2O5 0,62 1,29 Nd 1,00 0,10 0,13 - MnO 0,12 0,18 - 0,35 0,19 - - CO2 - 0,16 3,42 1,30 Nil - - SO3 - - 0,15 0,04 0,00 0,08 - Cl - - - 0,01 0,04 0,04 - F - 0,11 - - - - - S - - - - - - - -O eqv - 0,05 - - 0,02 0,01 - Totals 100,06 100,01 - 99,88 100,00 100,03 100,00 170. Alkali basalt, Rogati river, Kikuyu ( W. C. Smith, 1931). 151. Olivine basalt, Kijabe Hill (Sh<strong>an</strong>d, 1937). 203. Tuff, junction Ngong-Dagoretti roads, Impala Institute, Nairobi (W. C. Smith, 1931). 95. Alkali trachyte (Plateau Trachyte Series), Magadi Hospital (Baker, 1958). 202. Welded tuff/ Nairobi building stone (E.A.I.R.B). 87. Trachyte phonolitique (soda-trachyte), Kikuyu escarpment (Lacroix, 1923). W15. Nairobi trachyte, Kenyatta Avenue, Nairobi (E.A.I.R.B). H<strong>an</strong>d specimens <strong>of</strong> Nairobi trachyte are greenish-grey in colour, <strong>an</strong>d occasionally porphyritic exhibiting tabular phenocrysts <strong>of</strong> feldspar in a predomin<strong>an</strong>tly fine-grained groundmass. Dark streaks, patches <strong>an</strong>d b<strong>an</strong>ds may also be found <strong>an</strong>d serve to indicate segregation <strong>of</strong> the mafic constituents. The more homogeneous varieties <strong>of</strong> the rock also show a trachytic texture characterised by a typical silvery lustre. Lamination <strong>an</strong>d b<strong>an</strong>ding are also characteristic <strong>an</strong>d are a result <strong>of</strong> flow <strong>an</strong>d flattening within the lava body. The flow is further emphasised by fluxionally arr<strong>an</strong>ged feldspar laths, as well as variations in rock composition <strong>an</strong>d colour
29 caused by partial segregation <strong>of</strong> the dark <strong>an</strong>d light-coloured constituents present, during crystallisation (Saggerson, 1991). Thin sections show small tabular s<strong>an</strong>idine phenocrysts (exhibiting Carlsbad twinning) set in a fine-grained groundmass. The groundmass shows a marked trachytic texture <strong>an</strong>d consists <strong>of</strong> orthoclase associated with soda-amphiboles <strong>an</strong>d pyroxenes, as well as rare iron ore. The sodarich minerals consist <strong>of</strong> deep brown cossyrite <strong>an</strong>d green aegirine-augite, <strong>an</strong>d occur as prominent moss-like aggregates <strong>of</strong> prismatic crystals. The alternating brown <strong>an</strong>d green patches serve to impart a mottled appear<strong>an</strong>ce to the rock in h<strong>an</strong>d specimens. Table 3.3 gives results <strong>of</strong> chemical <strong>an</strong>alyses <strong>of</strong> Nairobi trachyte, as well as other rocks for comparison purposes. Results <strong>of</strong> mineralogical <strong>an</strong>alyses <strong>of</strong> Nairobi trachyte, <strong>an</strong>d a number <strong>of</strong> other rocks underlying Nairobi <strong>an</strong>d the present study area, are summarised in Table 3.4 (Saggerson, 1991). Table 3.4 Mineral compositions <strong>of</strong> trachytes <strong>an</strong>d phonolites from Nairobi <strong>an</strong>d the study area (after Saggerson, 1991). Rock type: Nairobi Kiambu Nairobi K<strong>an</strong>dizi Mbagathi Kapiti trachyte trachyte phonolite phonolite phonolitic phonolite trachyte S<strong>an</strong>idine X X R Ac Anorthoclase R X X Nepheline X Tit<strong>an</strong>augite R X Olivine R Phenocrysts Matrix Biotite X Alkali feldspar X X X X X X Nepheline X X X X Quartz Aegirine Aegirine-augite Ok X X On X X Cossyrite X X X X X α-kataphorite X X I X X β-kataphorite X Riebeckite X Arfvedsonite Biotite X Barkevikite R α-kataphorite – colourless to pale brownish yellow, smoky-brown to rose-red <strong>an</strong>d/ or reddish yellow - cleavage 124° β-kataphorite – pale smoky-brown to greenish yellow, deep purplish brown to opaque X - present; R - rare; A - altered; Ac – accessory Ok – overgrowths on kataphorite On – overgrowths on nepheline I – including large crystals
- Page 1 and 2: AN ENGINEERING GEOLOGICAL CHARACTER
- Page 3 and 4: i Contents Page Acknowledgements Su
- Page 5 and 6: iii Chapter 8. Distribution of inde
- Page 7 and 8: v 7.29 - 7.33 Correlation between s
- Page 9 and 10: vii 136 139 7.13 Compressibility cl
- Page 11 and 12: ix Acknowledgements I would like to
- Page 13 and 14: 1 Chapter 1 Introduction 1.1 Scope
- Page 15 and 16: Figure1.1 Map of Nairobi region sho
- Page 17 and 18: 5 Plates 1.2 (a) & (b) Strong shrin
- Page 19 and 20: 7 Available literature in the form
- Page 21 and 22: 9 slopes. The northern boundary bet
- 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: 27 Table 3.2 Chemical analyses of s
- Page 44 and 45: 32 could otherwise lead to erroneou
- Page 46 and 47: 34 The red soils in this study occu
- Page 48 and 49: 36 17 16 15 14 13 12 11 10 9 8 7 6
- 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 and 70: 57 Table 5.10. Profile description
- Page 71 and 72: 59 The presence of BaO in the red a
- 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
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79 The CS-225 is a micro-processor
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81 The red soils generally exhibit
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83 Chapter 7 Laboratory soils index
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85 According to Johnson and Degraff
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87 Table 7.2. Results of index test
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89 Plate 7.2a. Apparatus for liquid
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91 Activity chart Plasticity index
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93 Table 7.3 (continued). Atterberg
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95 where 7.1.4.4 Results V = volume
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97 A standard classification of soi
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99 Table 7.6. Viscosity and density
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101 Table 7.7, continued. Results o
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103
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105 Plate 7.7a. Shear testing showi
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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