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Engineering Geology of Southern Africa – ABA Brink Volume 1,2,3,4

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The first volume deals with the engineering characteristics of rocks and their weathered derivatives, emplaced during the first half of geological time – from nearly 4 000 million years ago to 2000 million years ago. In the Second of this four-volume series, Dr Brink reviews the engineering properties of rocks and their weathered derivatives from strata aged some 2000 to 300 million years. In the third of this four-volume series, Dr Brink and his colleagues review the engineering properties of rocks and their weathered derivatives from strata of the Karoo Sequence aged some 300 million year and less. The FINAL VOLUME of this four-volume series deals mainly with transported soils, which occur throughout the southern African region.

Additional information

Weight 5000 g
Author

ABA Brink

Publisher

Building Publications Pretoria

ISBN Number

0

Edition

0

Year

Volume 1- 1979; Volume 2-1981;Volume 3 – 1983; Volume 4 – 1985

Contents Volume 1
Foreword by Robert F. Legget 7
List of Case histories 11
List of figures 13
List of Tables 18
Preface and acknowledgements 19

Chapter 1 23
Introduction
Structure of the Basement Complex – Stratigraphic units – Geomorphic history of southern
Africa – Climate – Terrain units – Soil Profiles

Chapter 2 35
Basement Complex: Metamorphic rocks of Swazian and later erathems
Introduction – Stratigraphy – Engineering characteristics

Chapter 3 56
Basement Complex: Granites
Distributions and lithology – Development of residual soil – Collapsible grain structure –
Prediction of the presence of collapsible grain structure in residual granitic soil – Foundation
treatment for structures on residual granite with a collapsible grain structure – The problem of
core-stones within residual granite – Pseudokarst phenomena

Chapter 4 81
Witwatersrand Supergroup: West Group
Distribution and structure of the supergroup – Stratigraphy of the West Rand Group
Geotechnical considerations – Deep basements

Chapter 5 103
Witwatersrand Supergroup: Central Rand Group
Geology of the gold-bearing strata on the central Witwatersrand – Mining subsidence –
Restrictions on development – Factors influencing mining subsidence – Types of mining subsi-
dence experienced on the central Witwatersrand – Earth tremors – Use of quartzites as
aggregates for concrete and roads – Building on mine waste materials

Chapter 6 161
Ventersdorp Supergroup
Stratigraphy and distribution – Engineering characteristics and residual soils – Concrete aggre-
gate

Chapter 7 179
Transvaal Sequence: Black Reef Quartzite Formation and Chuniespoort Group
Griqualand West Sequence: Campbell and Griquatown Groups
Introduction – Transvaal Stratigraphy – Griqualand West stratigraphy – Environment of
deposition – Early history of karst phenomena and foundation problems on the dolomites –
Recent occurrences of sinkholes and subsidences in the dolomites of the Pretoria area – The Far
West Rand – Weathering of dolomite – Mechanism of sinkhole formation – Mechanism of doline
formation – Delineation of potential sinkhole and doline areas by geophysical exploration –
Delineation of subsurface features using thermal infrared imagery – Protective measures –
Engineering uses of dolomite

Chapter 8 249
Transvaal Sequence: Pretoria Group
Griqualand West Sequence: Postmasburg Group
Transvaal stratigraphy – Griqualand West stratigraphy – Engineering characteristics of the
sedimentary rocks – Residual soils developed on the sedimentary rocks – Residual soils developed
on the andesites

Chapter 9 262
Marico Diabase Suite
Lithology – Residual soils – Tunnels and excavations

Chapter 10 277
Bushveld Complex: Rooiberg Group and Rustenburg Layered Suite
Lithology and structure – Rooiberg Group – Rustenburg Layered Suite

List of references 302
Index 309

Contents Volume 2
List of case histories 7
List of figures 9
List of tables 11
Preface and acknowledgements 13

Chapter 1 17
Bushveld Granites and Granophyres
Rashoop Granophyre Suite – Lebowa Granite Suite – Weathering characteristics –
Engineering characteristic

Chapter 2 28
Soutpansberg and Waterberg Groups and Related Rocks of the Mokolian Erathem
Distribution and regional lithology – Engineering characteristics – Sinclair Sequence –
Piriwiri, Deweras and Lomagundi Groups – Umkondo Group

Chapter 3 57
Damara Sequence, Gariep Complex and Nama Group
Engineering characteristics of Biotite Schist in the Windhoek area – the Pahl Fault in
Windhoek – use of Khomas Schist in road construction

Chapter 4 84
Malmesbury group and Other Pre-Cape Successions
Malmesbury Group – Kango Group – Kaaimans Group – Gamtoos Formation –
Engineering characteristics

Chapter 5 135
Cape Granite Suite
Engineering characteristics – Aggregate resources – Aggregate characteristics

Chapter 6 168
Cape Supergroup
Stratigraphy – Environment of deposition – Cape Fold Belt – Southern Coastal
Plain – Weathering and rock mass characteristics of the Table Mountain Group – Building
stones from the Table Mountain Group – Groundwater in the Table Mountain Group –
Rotary drilling problems – Weathering and rock mass characteristics of the Bokkeveld
Group – Road construction problems in the Bokkeveld Group – Failure of cut slopes in
the Bokkeveld Group – Witteberg Group

Chapter 7 224
Natal Group
Lithostratigraphy – Geological and geomorphological history – Engineering
characteristics – Engineering properties of the residual soils – Use of the rocks
and residual soils as construction materials

List of references 243
Index 248

Contents Volume 3
List of Case Histories 7
List of Figures 9
List of Tables 12
Preface and Acknowledgments 14

Chapter 1 17
Introduction
Structure of the Karoo basins – Palaecontology and geological history – Seismicity – Horizontal
stress in Karoo strata – Geomorphology – Climate

Chapter 2 33
Tillite and Other Strata of the Dwyka Formation
Distribution – Structure – Petrology – Weathering – Stability of cuttings in tillite – Construction
of dams on and with tillite – Tunnelling in tillite – Foundations on the Dwyka Formation – Use of
tillite as construction material

Chapter 3 57
Karoo Sandstone
Petrology – Slope stability – Tunnelling – Construction of dams – Use as concrete aggregate – Use
as road aggregate – Use as natural building stone – Residual Karoo sandstone

Chapter 4 107
Karoo Mudrock
Petrology – Breakdown on exposure – Swelling characteristic – Absorption of water – Density
and porosity – Strength – Road-building properties – Slope stability – Engineering classification –
Engineering characteristics of residual Karoo mudrocks – Recorded and predicted heaves and ap-
propriate foundation or structural treatment

Chapter 5 116
Coal
Stratigraphy and distribution – Petrology – Engineering properties – Coal mining – Mining meth-
ods – Locations of coal mines – Surface disturbance – Foundation conditions – Rehabilitation
after strip mining – Hydrological impact of surface coal mining – The use of old coal mines for
storage and waste-disposal

Chapter 6 151
Volcanic Rocks of the Karoo Sequence
Stratigraphy – Petrology – Weathering – Engineering properties – Use as construction materials –
Founding in soils residual from Karoo volcanics

Chapter 7 177
Karoo Dolerite
Distribution – Structure – Metamorphic effects of dolerite intrusion – Petrology – Strength of fresh
dolerite – Weathering of dolerite – Tunnelling – Use as concrete aggregate – Use in road construc-
tion – Foundation on residual dolerite – Dam construction

Chapter 8 210
Foundations for Major Structures in the Coalfields of the Vryheid Formation
Duvha power station – Arnot power station – Slaking characteristics of the mudstones at Tutuka
power station

Chapter 9 225
Five Further Case Histories
Orange – Fish tunnel – Drakensberg pumped-storage scheme – Driekloof dam – Railway tunnel in
Pietermaritzburg Shale Formation – Shaft at colliery near Standerton

List of references 299
Appendix 1 309
Notes on the use of certain terms
Appendix 2 311
Volume 2 errata
Index 313

Contents Volume 4
List of Case Histories 7
List of Figures 10
List of Tables 13
Preface and Acknowledgements 15

Chapter 1 19
Introduction
Pebble marker – Post-Gondwana geological history – Expansive soils – Soils with a collapsible
fabric – Dispersive soils

Chapter 2 34
Cretaceous Sediments
Uitenhage Group – Zululand Group – Engineering properties of Enon Conglomerate Formation –
Enon Conglomerate Formation as source of construction materials – Engineering properties of
sediments of Kirkwood and Sundays River Formations – Kirkwood and Sundays River Forma-
tions as sources of construction materials – Engineering properties of sediments of Zululand
Group – Sediments of Zululand Group as sources of construction materials

Chapter 3 57
Tertiary to Recent Coastal Deposits
Stratigraphy and distribution – Mo?ambique, Zululand and Natal costs – Coastline of eastern
and southern cape – Western Cape coast – Namaqualand and Namibian coasts – Use of coastal
sands for fine concrete aggregate

Chapter 4 108
Estuarine Deposits
Nature of the deposits – Deposits of Durban area – Deposits of Richards Bay area – Geotechnical
properties of the clays and silts – Geotechnical properties of the sands – Investigation in rapidly
alternating deposits

Chapter 5 154
Colluvium
Distribution – Engineering characteristics – Use as construction material

Chapter 6 174
Aeolian Deposits of the Interior
Stratigraphy and distribution – Nature of the sands – Particle size distribution and plasticity –
Collapsible fabric – Shear strength – Compaction characteristics – Construction on or with
aeolian sands

Chapter 7 188
Transported Sandy Soils of Mixed Origin
Origin – Distribution – Engineering properties – Engineering problems

Chapter 8 225
Alluvial and Lacustrine Deposits
Floodplain deposits- Alluvial fans – Lacustrine deposits – Organic alluvium – Dams on alluvium

Chapter 9 272
Pedological Profile Classes
The soil map- Description of pedological classes – Podzolic soils – Ferrallitic soils – Fersiallitic
soils – Black and red smectitic clays – Solonetzic and planosolic soils – Arenosols – Halomorphic
soils – Alluvial and weakly developed soils and other soils of low-lying areas – Hydromorphic soils
Weakly developed shallow soils – Weakly developed soils of arid areas – Lithosols and lithosolic
soils

Chapter 10 286
Pedocretes
Terminology – Age, thickness and rate of formation – Composition – Origin – Distribution
Description and classification for geotechnical purposes – Geotechnical aspects – Slope stability
and erosion – Foundations on pedocretes – Pedocretes in road construction – Use as building
blocks and concrete aggregate – Pedocretes in earth dam construction – Materials location –
Variability of performance

List of References 312
Appendix 323
Volume 3 Errata
Index 324