Tab Article

Part I : Supplement
Chapter 1 : Temporary Slope Stability in London Clay-Back Analyses of Two Case Histories
Chapter 2 : Then and Now : Some Comments on The Design and Analysis of Slopes and Embankments
Chapter 3 : A Hollow Cylinder Apparatus to Study The Cyclic Loading Behaviour of Dry Granular Material

Part II : Conference Perspectives
Chapter 4 : The Making of The Skempton Archive
Chapter 5 : Mangla Revisited
Chapter 6 : Birth of a Theory
Chapter 7 : Reflections on Skempton's Contribution to The Study of Slopes
Chapter 8 : Alec W. Skempton and Laurits Bjerrum a Long-Time Friendship Between Imperial College and NGI
Chapter 9 : Skempton's Contributions to Engineering Geology, Particularly of The Quaternary
Chapter 10 : Diriges Par Des Phares : Some Thoughts on The Historical Work of Professor Sir Alec Skempton

Part III : Keynote Papers
Chapter 11 : Geotechnical Characterisation of Soils and Rocks : a Geological Perspective
Chapter 12 : Developments in Understanding Soil Behaviour
Chapter 13 : Load Carrying Capacity of Foundations
Chapter 14 : Then and Now : Some Comments on The Design and Analysis of Slopes and Embankments
Chapter 15 : Ground Performance and Building Response Due to Tunnelling

Session I : Soil Behaviour, Characterisation and Modelling
Chapter 16 : Long-Term Effect of Secondary Consolidation on Consolidation Settlement of Marine Clays
Chapter 17 : The Mechanical Behaviour of Normally Consolidated Tills with Reference to Their Structure
Chapter 18 : A Hollow Cylinder Apparatus to Study The Cyclic Loading Behaviour of Dry Granular Material
Chapter 19 : Design Parameters for a Cohesive Soil From Laboratory Tests
Chapter 20 : The Effect of Particle Shape on The Behaviour of Gold Tailings
Chapter 21 : Prediction of Mechanical Behaviour of Mexico City Clay : Preconsolidated Undrained Case
Chapter 22 : A Geological and Geotechnical Characterisation of The Loess of Northern France
Chapter 23 : A Comparative Study Between Liquefaction and Instability of Sand
Chapter 24 : An Investigation of The Mechanisms Which Control Soil Behaviour at Fast Rates of Displacement
Chapter 25 : Laboratory Measurement of The Permeability of Oxford Clay Assisted by a Self-Boring Device
Chapter 26 : Influence of Cement Type on Go of a Carbonate Sand
Chapter 27 : Anisotropy and Destructuration of Murro Clay
Chapter 28 : Inherent Anisotropic Stiffness of Decomposed Tuff and Alluvium
Chapter 29 : Evaluation of The Sydney Soil Model
Chapter 30 : Shear Behaviour of Pre-Existing Shear Zones Under Fast Loading
Chapter 31 : Relationship Between Clay Mineralogy and Residual Shear Strength Through The Model Based on Shearing Mechanism of Soil
Chapter 32 : Shear Resistance of Biotite-Schist : Peak and Post- Peak Behaviour
Chapter 33 : Measurement of Strain Rate Effects on Dynamic Soil Properties
Chapter 34 : The Induced Anisotropy of Leighton Buzzard Sand
Chapter 35 : Geotechnical Properties of British Estuarine Clays : Towards a Geological Framework
Chapter 36 : Mechanical Behaviour of Highly Fissured Sheared Clay Shales
Chapter 37 : Electro-Hydrodynamic Transport in Porous Materials
Chapter 38 : Soil Behaviour : The Role of Particle Shape
Chapter 39 : Shear Strength of Undisturbed Samples of Weathered Pumice Soils
Chapter 40 : The Structure of Soil
Chapter 41 : The Influence of Fines on The Dynamic Properties of Sands
Chapter 42 : Combined SEM and Computerized Image Analysis of Clay Soils Microstructure : Technique & Application
Chapter 43 : Influence of Sodium Chloride on Index Properties and Residual Shear Strength of Natural Soil and Pure Minerals

Session II : Foundations
Chapter 44 : Uncertainties in Settlement Prediction : KIa Offshore Airport
Chapter 45 : Wall Installation Effects – Preliminary Findings From a Field Study at The CTRL, Ashford
Chapter 46 : Response of a Pile Group in Clay to First-Time Oneway Cyclic Tension Loading
Chapter 47 : The Chicago Auditorium Re-Visited
Chapter 48 : Observed Behaviour of Bored Piles in Stiff Clay
Chapter 49 : A Case History of Damages Caused to Buildings by Piping and Remedial Works
Chapter 50 : Numerical Model Validation for Independent Check of Rion-Antirion Bridge
Chapter 51 : Field Monitoring for Silence piling Construction in Deep Soft Soil Foundation

Session III : Slopes and Embankments
Chapter 52 : A Flow Failure in a Municipal Solid Waste Landfill – The Failure at Bulbul, South Africa
Chapter 53 : Three-Dimensional Limit Equilibrium Analysis of The Taren Landslide
Chapter 54 : Reflections on C. H. Gregory's New Cross Landslide of 1841
Chapter 55 : Reliability Updating and Geotechnical Back-Analysis
Chapter 56 : Observations and Analyses of The 1994 Submarine Landslide at Skagway, Alaska
Chapter 57 : Long-Term Stability of Tertiary Clay Slopes in The Polish Carpathian Foredeep
Chapter 58 : Temporary Slope Stability in London Clay - Back Analyses of Two Case Histories
Chapter 59 : Risk Assessment in Geotechnical Engineering : The Importance of Engineering Judgement
Chapter 60 : Cut Slope Failure of Mudstone Formations in Southern Taiwan
Chapter 61 : Reappraising Historical Coincidences That Radically Misled Slope Destabilization Analyses of Homogeneous Earth Dams
Chapter 62 : The Influence of Permeability on The Stability of Embankments Experiencing Seasonal Cyclic Pore Water Pressure Changes.
Chapter 63 : Old Railway Embankment Clay Fill – Laboratory Experiments, Numerical Modelling and Field Behaviour
Chapter 64 : Pore Pressure Measurements in Infrastructure Embankments
Chapter 65 : Application of Three-Dimensional Finite Element Method in Parametric and Geometric Studies of Slope Stability Analysis
Chapter 66 : Geological Evolution and Landslide Mechanisms Along The Central Adriatic Coastal Slopes
Chapter 67 : Critical Slip Surface in Slope Stability Analysis
Chapter 68 : Deep-Seated Movements in Stiff Jointed Clays : The Role of Structural Discontinuities.
Chapter 69 : Shear Strength Framework for Design of Dumped Spoil Slopes for Open Pit Coal Mines
Chapter 70 : Identification of Seasonal Slope Behaviour Mechanisms From Centrifuge Case Studies
Chapter 71 : The Shear Strength Mobilised in First-Time Slides in Highly Overconsolidated Clays

Session IV : Ground Performance
Chapter 72 : Improvement of Physical and Mechanical Properties of Fine Sand with One-Shot and Two-Shot Process Grouting
Chapter 73 : Load Plate Test with The Light Falling Weight Device
Chapter 74 : Use of The Observational Method for The Construction of a Road Cutting in Glacial Till
Chapter 75 : Tunnelling Effects on Pile Groups in Sand
Chapter 76 : Some Historic Examples of Underexcavation
Chapter 77 : Centrifuge Model Loading Tests on Slope Stabilizing Micro-Piles
Chapter 78 : Trial Excavation for Cut and Cover Tunnel Construction in Glacial Till - a Case Study From Dublin
Chapter 79 : Stress Paths and Failure Stress of Reinforced Decomposed Granite by Numerical Approach
Chapter 80 : Induced Subsidence on a Multi-Storey Car Park
Chapter 81 : The Increasing Importance of Monitoring The Field Performance of Foundations to Validate Numerical Analysis
Chapter 82 : Piles As Settlement Reducers : a Case History
Chapter 83 : Geotechnical Considerations for Hardening The Subsoil in Mexico City's Metropolitan Cathedral
Chapter 84 : Pore Water Compressibility and Soil Behaviour - Excavations, Slopes and Draining Effects
Chapter 85 : Microscopic Evaluation of 1-D Compression for Air-Form Treated Lightweight Geo-Material
Chapter 86 : Dynamic Replacement Ground Improvement – Field Performance Versus Design Predictions for The Alexandria City Centre Project in Egypt
Chapter 87 : Stiffness Anisotropy of London Clay and Its Modelling : Laboratory and Field

Session V : The Influence of Geology on Civil Engineering
Chapter 88 : The Interplay Between Geological History and The Geotechnical Properties of Overconsolidated Mio-Pliocene Clays
Chapter 89 : On Subsidence and Eustacy in Relation to Venice
Chapter 90 : Geological Evidence for Widespread Faulting and Fracturing of Clay-Rich Sediments During Initial Consolidation
Chapter 91 : Modern Reconnaissance Methods for Geohazard Detection and Monitoring in Site Investigation
Chapter 92 : In-Situ Investigation of Problematical Soils
Chapter 93 : Engineering Geology of Glaciated Soils
Chapter 94 : Construction Design Data Provided by The Investigation of Geomorphological Processes and Landforms
Chapter 95 : Site Investigation and Site Conceptual Models. The Link Between Geology and Engineering
Chapter 96 : The Role of Geology in Landslide Risk Assessment for Civil Engineering Purposes
Chapter 97 : Geotechnics in South-East Hampshire : Geology and Geotechnical Properties
Chapter 98 : The Origin and Shear Strength of Kaolin-Rich Zones in Hong Kong and Their Implications for Slope Stability

Appendix A : Bibliography
Index of Authors