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| Preface | |
| Organisation | |
| Hydraulic stability of sanitary landfills liners | p. 3 |
| Environmental geotechnics in the new millennium | p. 9 |
| The microlysimeter technique for measuring evapotranspiration losses from a soil surface | p. 23 |
| Biochemical clogging of drainage systems in landfills | p. 29 |
| Contribution of chemical hardening to strength gain of fly ash | p. 35 |
| A unique approach to evaluate the utility of landfill monitoring boreholes | p. 43 |
| Material selection and structural design, construction and maintenance of ramp roads in open pit mines | p. 49 |
| Static liquefaction of Merriespruit gold tailings | p. 61 |
| Environmental geotechnics for an outfall sewer traversing a Ramsar wetland site | p. 73 |
| Bearing capacity of surface footings resting on treated and reinforced fly ash | p. 83 |
| Evaporation from clay soils - A laboratory study | p. 89 |
| Penstock failures on gold tailings dams in South Africa | p. 95 |
| Long-term integrity of residue deposits | p. 101 |
| Design of soil covers to reduce infiltration on rehabilitated opencast coal mines | p. 109 |
| Interface stiffness effects on settlement of column-reinforced composite ground | p. 123 |
| Recent advances in design of shallow and deep foundations | p. 131 |
| Theoretical analysis of the behaviour of clays around a pressuremeter | p. 135 |
| The design and performance of driven-cast-in-situ piles in Dar es Salaam, Tanzania | p. 143 |
| Un cas d'instabilite de sol de fondation: Exemple des marnes gonflantes de Rufisque, Senegal | p. 151 |
| Possibilite d'utilisation de la boue rouge de Friguia dans la construction | p. 161 |
| Reinforcement of subsoil with sand and geotextile | p. 167 |
| A geotechnical study of 'Hippo mud' in the Durban area, South Africa | p. 171 |
| Experimental and numerical investigation of soil-nailed wall structures | p. 177 |
| Behaviour of double footings resting on cemented sand underlain by clay | p. 183 |
| Experimental study of a strip footing on collapsible soil | p. 189 |
| Model footing tests on unsaturated soils | p. 195 |
| Friction characteristics of sand/geotextile interfaces for three selected sand materials | p. 201 |
| Reinforced Earth structures for headwalls to crushing plants in Africa | p. 207 |
| Foundations engineering with the method of soil thermal stabilization by microwave energy | p. 213 |
| Long-term behaviour of soils stabilised with lime and with cement | p. 219 |
| Proprietes physico-mecaniques des materiaux locaux utilises dans les corps de chaussee en Cote d'Ivoire | p. 233 |
| Contribution a l'etude des chaussees sur sols gonflants - Etudes de cas | p. 241 |
| A brief review of chemical soil stabilisation by labour intensive methods using sulphonated petroleum products | p. 249 |
| Quelques correlations entre essais in situ et essais de laboratoire pour certaines argiles Algeriennes | p. 255 |
| Industrial liquid wastes and the integrity of calcareous sand from Ain Helwan, Cairo | p. 263 |
| Calibrating pressure cells to measure pressures in structures retaining granular solids | p. 271 |
| Apport de la modelisation en centrifugeuse a l'analyse des pieux charges lateralement | p. 277 |
| On the determination of vane shear strength of soft soils | p. 285 |
| Electronic geotechnical data - Formatting for the future | p. 293 |
| Assessing the stiffness of soils and weak rocks | p. 303 |
| Geotechnical properties of Qoz soils | p. 317 |
| Deformations permanentes sous chargements repetes de trois graveleux lateritiques du Senegal Occidental | p. 321 |
| The determination of soil-water characteristic curves from indicator tests | p. 325 |
| Block sampling of soil: Some practical considerations | p. 331 |
| Assessing the dispersivity of soils | p. 341 |
| Remedial measures for slope failure of canal system - A case study | p. 347 |
| The effect of type of reinforcement on the pullout force in reinforced soil | p. 353 |
| Mobilised swelling pressure of an expansive soil | p. 359 |
| Influence of reconsolidation stress history and strain rate on the behaviour of kaolin over a wide range of strain | p. 365 |
| The bar linear shrinkage test - More useful than we think! | p. 379 |
| Use of the Osterberg Cell for pile load evaluation | p. 389 |
| The influence of pore water salt concentration on the measurement of soil suction using the filter paper method | p. 399 |
| A new approach to the determination of the expansiveness of soils | p. 405 |
| A pilot investigation into the clay-sized fractions of some typical natural soils | p. 415 |
| The use of embedded pressure cells to monitor geotechnical structures | p. 421 |
| Evaluation of risk factor for slope stability analysis | p. 429 |
| Resistance dynamique des pieux soumis a des actions horizontales | p. 435 |
| Analysis of progressive failure of earth slopes by finite elements | p. 443 |
| Design and construction of the asphaltic concrete core at Ceres Dam | p. 451 |
| Influence de la rotation des axes principaux des contraintes et/ou des deformations sur la rheologie des sols et des materiaux routiers | p. 459 |
| Essais de cisaillement d'un gres sur un appareillage de petite et de grande dimension | p. 467 |
| Dynamic analyses of the new Ceres Dam | p. 475 |
| Utilisation des parametres de forage pour le calcul de la capacite portante d'un pieu fore | p. 483 |
| Nonlinear finite element analysis of load-deformation of soil-culvert systems | p. 489 |
| Osmotic pressures and effective stresses | p. 495 |
| A unified theory for clays, for students and practice | p. 505 |
| The design and construction of a dynamic soil replacement foundation in Mauritius | p. 517 |
| Liquefaction et consolidation des sols sableux sous l'action des charges dynamiques | p. 527 |
| Grouting of dispersive dam foundations | p. 539 |
| Geosynthetics - An alternative method of soil improvement | p. 551 |
| Geosynthetic reinforcement of soft clay under highway embankments | p. 559 |
| Compaction grouting-application as a method of ground improvement for construction on dolomite | p. 571 |
| Soft soil treatment using stone columns | p. 579 |
| Behaviour of Con-Aid treated fine grained Kenyan soils | p. 583 |
| Properties and performance of lime kiln dust for stabilisation of soft clay | p. 593 |
| Analysis of the stability of reinforced hydraulic engineering | p. 599 |
| Impact compaction trials: Assessment of depth and degree of improvement and methods of integrity testing | p. 603 |
| Lavumisa Dam, Swaziland - Interpretation and analysis of foundation seepage and grouting | p. 615 |
| The methodology used to prove the clay reserves at Maguga Dam, Swaziland | p. 623 |
| The stratigraphy and engineering geological characteristics of collapsible residual soils on the Southern Mozambique coastal plain | p. 633 |
| Case studies on the failure mechanism of embankment dams along the outlet conduit due to massive leakage | p. 647 |
| Failure and reconstruction of a small earth dam in residual granites | p. 657 |
| Capacity of continuous flight auger piles in the Johannesburg CBD | p. 665 |
| Performance of a high road embankment over a deep zone of peat | p. 675 |
| Author index | p. 683 |
| Table of Contents provided by Blackwell. All Rights Reserved. |
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