Chapter
Computational modeling of large deformations and the failure of geomaterials
Environmental issues in geotechnical engineering
Challenges of offshore geotechnical engineering
Pile foundations: Experimental investigations, analysis and design
Associating with advancing insight
Development of geotechnical earthquake engineering in Japan
Study on the geotechnical engineering problems at Three Gorges Project
Challenges in offshore geotechnics in Southeast Asia
Second phase construction project of Kansai International Airport – Large-scale reclamation works on soft deposits
1a: Laboratory Testing (I): Fundamental Properties
Activity, relative activity and Specific Surface Area of fine-grained soils
Influence of compaction condition on the microstructure of a non-plastic glacial till
Strain rate behavior of Mexico City soils
Engineering performance of soils of the humid tropical zone of Southern Nigeria
Evaluation of predicted equations for swelling potential
The measurement of K0, the coefficient of earth pressure at rest by the strain path loading technique
Experimental study of cementation effect on cohesion of Tehran alluvial deposits
Two deformation mechanisms with granular soils
Reappraisal of the fall cone test
Behaviour of a tropical soil under saturated conditions
Anisotropic geomechanical parameters as a result of glacial shearing
Geotechnical characteristics of the meander belt soils of Niger Delta in Nigeria
Effect of stress anisotropy on the cyclic behavior of saturated sand in undrained condition
Viscous behaviour of air-dried sand in model loading tests of strip footing
Maximum shear modulus and incrementally nonlinear soils
A novel true triaxial apparatus for testing unsaturated soils under suction-controlled multi-axial stress states
Fraser River sand. Mathematical characterization
Drained and undrained elastic moduli of reconstituted clay
Cyclic shear characteristics of treated sand with colloidal silica grout
Marine soft clays of Santos, Brazil: Building settlements and geological history
Attrition and particle breakage under monotonic and cyclic loading
Influence of cementation and density on Gmax for sand
Effects of temperature on 1-D consolidation characteristics of clayey soil
Anisotropic stiffness parameters for cross anisotropy of Kaolinite clay
Creep behavior of recycled asphalt pavement backfill
Mechanical behaviour for granular soils using the Principle of Natural Proportionality, undrained case
Liquefaction susceptibility and shear wave velocity
Compaction control of a soil rock-mixtures at Odelouca dam
Swelling effects on mechanical behaviour of natural London Clay
Soluble sulfate and reactive alumina measurements in cement and lime treated sulfate rich soils
Influence of stress level on the highly compacted shales in the Sydney Basin
Dynamic shear moduli for clayey soils with various grain size distribution and plasticity
Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand
Characterization of surface topography of sand
Unravelling the anisotropy of peat
1b: Laboratory Testing (II): Strength, Large Deformation, and Hydraulic Properties
Reverse behaviour and critical state of sand with small amount of fines
The EFA, Erosion Function Apparatus: An overview
A structure-based approach to the estimate of the water retention curve of soils
Shear characteristics of an unsaturated compacted granite soil
Relevance of secondary compression in Venice lagoon silts
Sur la susceptibilité à l'effondrement des loess du Nord de la France
Effect of sample size on resilient modulus of cohesive soils
Geotechnical characterization of saline soils
Gypsum cementation and yielding in plastic clay
Difference between the values of friction angle Φ derived from the theoretical fracture plane and the reliable one obtained from triaxial tests
Cross anisotropic stiffness properties of soils via crosshole seismic wave measurements
Shear strength/moisture content models for a laterite soil in Ilorin, Kwara State, Nigeria
Effects of shear stress history on yielding of dense Toyoura sand in p'-constant shear plane
Undrained creep susceptibility of clays
Relative density effects on drained and undrained strengths of sand at high pressures
A method to estimate Soil-Water Characteristic Curve for weathered granite soil
Parameters describing flow liquefaction of soils
Modélisation du comportement hydromécanique des sols gonflants non saturés sous fortes succions
Yield behavior of sand under generalized stress conditions
Effects of soil suction on dilatancy of an unsaturated soil
Volume change and shear strength behavior of an unsaturated soil with high soil suction
Caractéristiques de rupture d'un sol hétérogène de référence
Influence of the end friction on the response of triaxial and plane strain clay samples
Automated K0 consolidation in stress path cell
Drainage characteristics and behaviour of hydraulically placed mine fill and fill barricades
Influence de la répartition granulométrique sur le comportement mécanique d'un sol
Yielding and stress-strain relationships for Bogotá clays
Characterization of swelling materials by Huder-Amberg oedometric test
Suction – swelling relations for Warsaw clays
Soil-water characteristic curve assessment using a reference state concept
Geotechnical characteristics determining consolidation in organic soils
Comportement thermo-hydro-mécanique d'une argile plastique saturée
Strength of an unsaturated kaolinite clay under suction pressures
Influence of sand fraction on compressibility and hydraulic conductivity of clayey soils
Strength characteristics and construction management of cement-mixed gravel
Research on strength and deformation properties of Swedish fine-grained sulphide soils
Some observations on the cyclic loading response of a natural silt
Effects of necking and its suppression in axisymmetric extension tests on clay
Test study on behavior of interface between structure and coarse grained soil
Energy concept and soil compression
Moving factors of regional geodynamics of the Caspian Sea
The Newcastle Dilatometer testing in Lahore cohesive soils
A correlation between the Dynamic Cone Penetrometer and bearing capacity of a local soil formation
SPT sampler static penetration resistance in the case of a sandy soil
Selecting a seismic source for the SCPT test
Comparaison des méthodes d'évaluation de la cohésion non drainée des argiles à partir d'essais in situ
Ménard and Cambridge selfboring pressuremeters: Correlations between mechanical parameters in Lisbon Miocene clayey soils
Comportement anisotrope des sols et caractérisation d'un site à partir d'essais de propagation d'ondes
Évolution des propriétés physiques et mécaniques des argiles gonflantes pendant l'humidification
Characterization and undrained shear strength of Nile delta soft deposits using peizocone
CPTU correlations for clays
Case histories of very hard fissured soils stiffness determination
Evaluation of penetration tests and their correlations in gravelly soils
Geophysical process monitoring in scaled models
CPTU dissipation behavior of overconsolidated clay
Versatile site characterization by seismic piezocone
Statistical criteria of determination of homogenous geotechnical layers
A comparison of different sized piezocones in UK clays
Evaluation of the collapsibility of a sandy soil by in situ collapse tests
The Dynamic Penetration Cone Index as an alternative for the control of a subgrade surface
Site characterization for Sheikh Al Jaber Al Ahmed Causeway Project
Development of an in situ method to measure the nonlinear shear modulus of soil
Pressuremeter testing in a calibration chamber with unsaturated minco silt
Determination of soil bearing pressures using a modified Plate Load Tester in the Nigerian Niger Delta
Combining geophysical and mechanical testing techniques for the investigation and characterization of ISC'2 residual soil profile
Near surface soil properties using electromagnetic and seismic waves
Determination of the mechanical characteristics of soils by results of plate load tests
Viscous property of clay in 1-D compression: Evaluation and modelling
Cyclic soil degradation/hardening models: A critique
Results of the auscultation and the modelling of an earth dam
Physical and numerical modeling of cyclic moment-rotation behavior of shallow foundations
Numerical models of the reinforced soil
State limits and attractors of psammoids and peloids
The effect of the rate on the cyclic strains in clays – theoretical and laboratory tests
Numerical modeling of the anisotropic stress-strain behavior of granular soils based on the micromechanics theory
An elasto-plastic constitutive model for structured sand with interparticle bonding
Constitutive equations for Murro clay
Étude du processus de vibrofonçage d'un pieu en chambre d'étalonnage
Properties of double porosity clayfills and suitable constitutive models
A new permeability model for shrinkable soils undergoing desiccation
Applicability of elasto-viscoplastic one-dimensional consolidation model to long-term consolidation behavior of quasi-overconsolidated clays
Strain localization of rectangular clay specimen under undrained triaxial compression conditions
A Swinging Plane Model for soil liquefaction analysis
Calibration of heterogeneous, probabilistic soil models
Un modèle simplifié pour le calcul du tassement d'un massif de fondation renforcé par inclusions rigides
An isotropically hardening visco-elastoplastic cyclic loading model
How do fabric and dilatancy affect the strength of granular materials
Application of packing models on geophysical property of sediments
Investigation of dynamic response of cantilever retaining walls using FEM
Some applications of the Sydney Soil Model
Earthquake analysis on 12-story building in Ohrid – Macedonia with Plaxis software
Assessment of soil lateral pressure depending on retaining wall displacements
3D finite element analysis of bearing capacity failure in clay
Analysis of an excavation with soil nailing using embedded finite elements and advanced constitutive models
Bearing capacity of strip footing on cohesionless soil under inclined eccentric load
Numerical analysis of localized deformations in clay specimens using subloading tij model
3D numerical modeling of a geosynthetic-reinforced pile-supported embankment – stress and displacement analysis
Mechanics and mathematics of rigid-plastic analysis – from the point of design methods
Flow and transport modelling in old landfill subsoil with vertical barrier
Linear and nonlinear seismic analysis of layered soil stratum
Large compression of soil due to decay of structure during drained repeated shearing
Soil-water coupled elasto-plastic analysis on bearing capacity of naturally deposited clay soil
Use of DEM to analyse incremental strains along localizations in granular materials
Overall regularities of soil-structure interaction
Numerical implementation of a constitutive model for soil creep
Observed and predicted behaviour of clay foundation response under the Sunshine Motorway Trial Embankment
A 2-D numerical study of the effects of anisotropy, ancillary drainage and geometry on flow through hydraulic fill mine stopes
The process of soil cracking and faulting
Finite Element analysis of soil-pipeline interaction under lateral loading
Numerical investigation of hydraulic fracture in saturated cohesive body
FE-analysis of deep excavations in lacustrine clay with different constitutive models
Applicability of the meshless method to soil-water coupled problems
An investigation into embankment failure along a section of a major highway
Image analysis of shallow foundation tests on sand ground and their FE-analysis using a new elasto-plastic model
Etude en petites déformations de l'interaction entre une fondation superficielle et une conduite enterrée
Application of non-coaxial plasticity models in geotechnical analysis
Bearing capacity of rectangular footings on two-layer clay
Back analyses of anchored bored-pile walls
1f: Prediction and Performance
Settlement calculation with stress-dependent parameters
Ex-Post-Facto estimate of performance at the offshore reclamation of airport Osaka/KIA
Application of reliability-based design to piles in the collapsible Argentinean loess
Measurement of soil-water characteristic curves of quasi-saturated soils
Prediction of shallow foundation settlements by stiffness-strain factors
Measurement of bending moments in concrete
Long term settlement of foundations made of 195 x 147 m slabs built on a layer of fluvial sediment
The Treporti test site: Exploring the behaviour of the silty soils of the Venetian lagoon
Probabilistic settlement analysis of rectangular footings
Long-term settlement prediction over Shanghai metro tunnels
Analytical modeling and field assessment of embankment stabilized with vertical drains and vacuum preloading
Kansai International Airport, future settlements
The Principle of Natural Proportionality applied to the behaviour of piles
Prediction and performance for the foundation of a 40-storied tower in Tenerife Island
Three examples of using artificial neural networks in geotechnical engineering
Viscous deformation of geogrid-reinforced sand in plane strain compression
Consideration of the engineering structure and soil interaction on the basis of the criteria of compressibility and filtration
Observational method to predict future settlements
Performance review and safety evaluation of the Botonega Reservoire and Dam
Excess porewater pressures during secondary compression
Performances des modèles d'éléments finis 3D en géotechnique
Numerical assessment for long-term settlement of the reclaimed Pleistocene deposits
Deformation of embankments on soft ground – Better computer simulation resulted from in-put data closer to the reality
Observed and predicted response of block foundations
Prediction of paste backfill performance using artificial neural networks
A simple method to predict settlement from previous measurements
Performance of a large dam, field measurements and analytical approach
Interprétation par la méthode des éléments finis des mesures de déformations d'une paroi moulée à Colombes
Comment un mur de quai sinistré a pu être remis en place
Consolidation behavior around pc value by inter-connected oedometer test
LEM and FEM analysis for the landslides along highway based on the investigation data and post construction evaluation
Geotechnical characterisation and monitoring versus FEM calculation results for a massive quay wall in the harbour of Antwerp, Belgium
Comportement d'une paroi moulée en site urbain: Modélisations et mesures
Compression mechanism of DMM pile in subsiding soft ground under embankment loading with application to bridge approach embankment
Improvement of loose sandy soil foundation by compaction piles
Fading away vibrations during heavy tamping
Comparative experiment on soft ground improvement of high-speed rails
Characteristics of vacuum consolidation
Acceptance criteria for quality and densification control of reclaimed sandfill
A study on the chemical and physical factors influencing compressive strength of grouting materials
Propriétés d'injectabilité de sables par des coulis de ciment fin
Cutter Soil Mixing (C.S.M.) – An innovation in soil mixing for creating cut-off and retaining walls
Grouting techniques for the stabilization of the foundations of a factory overlying karst
Mechanical properties of stabilised peat based on laboratory testing
Long-term properties of cement treated soil 20 years after construction
Geotechnical properties of stabilized peat
New developments in soil improvement under railway lines on soft soil
Experimental multi-layered water-saturated soils consolidation with the help of vertical drains
Usage intensif de CMC pour l'amélioration de sol sur la « Newport Southern Distributor Road » (UK)
Densification and plastic behaviour of soils under the pile base
Grouting consumption assessment
Stability of embankments founded on deep-mixing-method columns: Three-dimensional considerations
Efficiency of plastic board drain on self-weight consolidation of soft clay
The behaviour of expansive clayey embankments reinforced with lime addition
Effect of compaction grouting in loosely packed sand on density
Behavior of dry and saturated soils under impact load during dynamic compaction
Ground improvement solutions using jet grouting columns
Estimation of in-situ moduli of deep soil cement using P-S logger
SPT and CPT based methods to address shear strength of deep mixed soil cement columns
Lime reactivity of loessic soils obtained by conductivity measurements
Binder-soil interaction in Cement Deep Mixing through SEM analysis
Effect of permeability and stiffness of treated column on consolidation phenomenon of improved ground
Deep mixing research results in under water conditions
Traitement antiliquéfaction de remblais et terrains naturels pour un mur de quai en gabions cellulaires
Lime cement columns in alluvial soft soil
The problems and the rehabilitation work design for Semarang-Wirosari road (Central Java – Indonesia) on expansive soil
Modelling the inflight construction of sand compaction piles in the centrifuge
Development and practice of composite DMM column in China
Soil improvement methods of Incheon and Astana International Airports
Geotechnical aspects of construction on loessial soils
2b: Reinforcement and Stone Column
Development of aseismic abutment with geogrid-reinforced cement-treated backfills
Parametric study of the stability of slopes reinforced with piles
Comparison between field monitoring and numerical results of a woven geotextile-reinforced soil retaining wall
Performance prediction of stone-column-supported foundations
Behavior of a fiber-reinforced sand under large shear strains
The influence of the variation of effective stress on the serviceability of soil nailed slopes
Ground improvement in a coralline deposit in Barbados, W.I.
Solution innovante pour les murs Terre Armée – Connexion par frottement
Effects of geosynthetics reinforcement on bearing capacity and settlement of shallow foundations
Settlement estimation of soils reinforced by columns using a poroelastic model
Embankment project on soft subsoil with grouted stone columns and geogrids
Ground improvement and reinforcement in four dikes on soft soil
A new IPS earth retention system
Interface shear strength in fiber-reinforced soil
Réflexions sur la conception des colonnes ballastées
Reduction of traffic-induced vibration by soilbags ( ``donow'')
Footing load tests on single and group of stone columns
Pullout resistance of extruded geogrids embedded in a compacted granular soil
Influence of reinforcing grids on soil properties
Ultimate bearing capacity of shallow foundation on geogrid-reinforced sand
Simple and accurate prediction of settlements of stone column reinforced soil
Physical 1:1 scale model studies on geogrid reinforced soil walls
Design and instrumentation aspects of a 40m high nailed slope
Study on composite stone column in soft kaolinitic clay
Parametric study of reinforced earth wall deformations
Innovative restoration of medieval city walls of 's-Hertogenbosch by soil nailing
Finite element modeling of stone columns – a case history
Effects of reinforcement stiffness on deformation of rein-forced soil structures under small cyclic loading
2c: Excavation, Retaining Structures, and Foundations
Continuum approach for analysis of short composite caisson foundation
Seawall construction in Moreton Bay, Brisbane
Observed bracing responses at the Ford Design Center excavation
The peculiarities of stress-strain state at interaction of high-rise buildings and structures with the base
Les fondations du 2ème pont ferroviaire d'Argenteuil
Modelling of horizontal arching on retaining walls
Underpinning of foundations in collapsing soils
Bearing capacity analysis of shallow foundations from CPT data
Mobilization of the earth resistance of a normally consolidated cohesive soils
Rigidity characteristic and deformation calculation of large-area thick raft foundation
The effectiveness of buried mass concrete thrust blocks as a means of lateral support for excavations
The relevance of the yield shear strength of plastic clays in the bearing capacity of foundations
Jet grout application for excavation in soft marine clay
Deformations of the buildings located near foundation trenches and underground excavations and the measures for their reduction
Mechanical behavior of caisson foundation reinforced by steel pipe sheet piles
Vibration isolation of foundations subjected to impact loads by open trenches using physical models
Pile-Soil-Wall-Interaction during the construction process of deep excavation pits
Validation of design methods with in situ monitoring of deep excavations
A simplified procedure to evaluate earthquake-induced displacement of gravity type retaining walls
Geotechnical analyses of Taipei International Financial Center (Taipei 101) Construction Project
Comportement observé du mur de quai du nouveau `Port 2000', Le Havre, France
Densification of hydraulic fills by vibroflotation technique
Foundation design for a new cable-stayed bridge crossing the Panama Canal
Novel centrifuge simulations of restoration of building tilt
Foundation engineering for the UK's new national stadium at Wembley
Load bearing capacity of large-size, circular excavation walls without horizontal supporting systems
Excavation induced building damage
Complex foundation design in inhomogeneous ground conditions for a high-rise building in Frankfurt, Germany
Design and numerical investigations of a deep excavation for a tunnel entrance pit
Foundation of a tall building in cavernous limestone
Back analysis and safety prediction for an extremely deep foundation pit during its excavation
A study on the method for design and construction management considering strain level of ground during excavation
Some problems of the founding of the powerful turbo-generator sets
Centrifuge modeling of soil upheave by expanding tubes
Influence du jet grouting sur le creusement d'un tunnel: Cas du métro d'Alger
Expansive behaviour of a sulphated clay in a railway tunnel
Microtunnelling in challenging ground condition and site constraints
Monitoring and modelling during tunnel construction
Effets du creusement par tunnelier à pression de terre: Cas d'une section de mesure sur le chantier du métro de Toulouse
Unsaturated hydraulic properties for compressed air tunnelling by inverse modeling
Tunnel design in hilly area of Taiwan High Speed Rail project
Design of shallow tunnel linings under seismic effects of earthquakes
The influence of tunnelling on piled foundations
Dutch research on the impact of shield tunnelling on pile foundations
Fundamental study on the mechanical interaction between two parallel tunnels
Experimental and numerical investigations of the guided caisson method
Extraction of geothermal energy from tunnels
Influence of existing building load on the deformation and earth pressure of ground due to tunneling
Evaluation of three-dimensional tunnel face failure mechanism using X-ray CT
``Tunnel dorsal instability: a simple theoretical and practical approach''
Geotechnical site characterization of weak rock in Asuncion
Tunnelling in top cover technique combined with compressed air for a highspeed railway line in Germany
Tunneling through soft clay
Response and design of buried pipelines subjected to differential ground settlement
Distinct element analysis of soil-pipeline interaction in sand under upward movement at deep embedment condition
Ground and lining responses during tunnelling in saturated ground – 3D stress-pore pressure coupled analysis
2e: Marine and Transportation Geotechnical Engineering
Modélisation du tassement résiduel de structures géotechniques soumises à des chargements à grand nombre de cycles
Some geochemical and mineralogical characteristics of Urmia Lake deposits
Reliability of settlement prediction based on monitoring
Deformation mechanisms during uplift of buried pipes in sand
Earthwork quality control using soil stiffness
Interpolation du pénétromètre à partir des vitesses sismiques en offshore
Numerical modelling of unbound granular materials in thin pavements structures
Effects of combined cyclic vertical and horizontal loading on unsealed airstrips: model study
Stress-strain behaviour of compacted geomaterials for pavements
Study of transient pore pressures due to cyclic loads to optimise the foundation concept for Sakhalin platforms
Stress distributions and its evaluation in asphalt pavement ground subjected to roller loading
Permeability of lightweight treated soil mixed with air foam
A new method to estimating gas hydrate content in soil specimens
Modelling of salt migration in stabilised pavement materials
Dynamic effects due to moving loads on tracks for high-speed railways and on tracks for metro lines
Creating seafloor conditions in geotechnical centrifuges
The Rolling Dynamic Deflectometer: A tool for continuous deflection profiling of pavements
Increasing pullout resistance of offshore foundations in soft clays
Deformation characteristics of railway asphalt roadbed under a moving wheel load
Extruded polystyrene (XPS) foam frost insulation boards in railway structures
Caractérisation des sédiments de la pente continentale du Golfe de Guinée
Method for estimating railroad track settlements due to dynamic traffic loads
Forensic study of the Ohio SHRP Test Road U.S. 23 flexible test pavement
Suction development during pullout of superpile anchors in soft saturated clay
Multilevel subsea piezometer system
Shallow penetration resistance of a minicone in sand
The evolution of crushing in granular materials and its effect on their mechanical properties
Safety appraisal and rehabilitation of a quay wall
Pipeline uplift mechanisms using finite element analysis
Evaluation of slope stability of railway embankments
Performance of some unbound roadbase materials from Queensland
Physico-chemical aspects of cementitious slurry design for the stabilisation of reactive soils
Piled embankments: Overview of methods and significant case studies
Geotechnical properties of low density unsaturated carbonated clayey silts and impact on the foundation of canal embankments
Seismic analysis and design of rockfill dams in the Lower Thjorsa River, Iceland
Progressive consolidation of highly structured clay under embankment loading
Elastic and creep settlements of rock fills
Failure probability of river dikes strengthened with structural elements
Potrerillos Project: Diaphragm wall design
Optimization of drawdown procedures of partially submerged slopes
Failure of peat dikes in The Netherlands
Failure of a highway embankment on soft clay foundation – A case study with remedial measures
Une nouvelle théorie pour le calcul de la consolidation, du gonflement et du coefficient B dans les sols fins proches de la saturation
The selection of appropriated models to solve the consolidation problem of the zoned earth dam
Remblais en matériaux dégradables plus ou moins fragmentables
Failure of a hangar built in embankment on soft clay
Experimental studies for the increase of slope stability of historical embankments due to the effects of capillarity and vegetation
Numerical simulation of use of lightweight fill in construction of embankment on Soft peaty clays
Monitored construction of a high embankment on soft soil, reinforced by stone columns
Back analyses of Maroon embankment dam
Seismic stability evaluation and criteria of rockfill dam basing on residual deformation
Evaluation of earthfill parameters from Gavoshan dam with back analysis during construction
Behaviour of Portuguese rockfill dams with upstream impervious membranes
Filter performance test for dams containing cracks
Effect of water composition on rockfill compressibility
Considerations on the shear strength behavior of weathered rockfill
Stability and safety assessment of the arch dam Foum Gleita in Mauritania
FEM analysis of road embankment on consolidating subsoil influenced by mining deformation
Observational method for dike management
Effective evaluation method for quality control in the rock zone of a rockfill dam
2g: Pile Foundations (I): Piled Rafts, Bearing Capacity, and Analysis
On pile and piled raft footing settlement analysis
Experimental and analytical study on the behaviour of circular piled raft on sand
Optimization concepts for the design of piled raft foundation systems
Static and dynamic bending behaviour of piles in clay
Analysis of P-Y curves for single piles from the prebored pressuremeter test
Back analysis of O-cell pile load test using FEM
Inertial and spreading load combinations of soil-pile-structure system during liquefaction-induced lateral spreading in centrifuge tests
Analysis for forced vibration test on a proto-type pile foundation in TSIP
Steel pile under lateral loading in a very soft clay deposit
Estimating geotechnical capacity of bored cast-in-situ piles from penetration resistance
Raft and piles foundation of a silo
Reduction of the Cone Resistance caused by the installation of CFA piles
Parameters controlling the capacity of axially loaded drilled shaft foundations in sand, gravel, and cobbles
Etude expérimentale sur modèle réduit d'un remblai sur sol renforcé par inclusions rigides verticales
Interaction between vertical and lateral loads on the response of piles in soft clays
Combined Pile-Raft Foundation subjected to lateral loads
Analyses of vertical and horizontal load tests on piled raft models in dry sand
On strength property of gassy fine sand and model tests of pile foundation
Load sharing ratio of raft in piled footing on granular soil by model test
Influence of superstructure on behaviour of model piled rafts in sand under shaking tests
A pile loaded by horizontal force and moment – theoretical and field load test results
Dynamic response of a single pile embedded in semi-infinite saturated poroelastic medium using hybrid elements
Analyse de groupes de micropieux sous charge transversale par une méthode hybride
Static and dynamic lateral response of a 15 pile group
Characteristics of lateral ground force acting on piles in laterally spreading soil
Piled raft with different pile length for medium-rise buildings on very soft clay
Model tests of piled raft foundation
Effects of pore pressure response around pile on horizontal subgrade reaction during liquefaction and lateral spreading in large shaking table tests
Penetration resistance and the bearing capacity of small-diameter steel piles
Bearing mechanism and pile foundation design
Unified analysis considering pile groups and superstructures
End-bearing capacity and tip settlement of piles in sandy soils
2h: Pile Foundations (II): Installation, Quality Control, Performance, and Case Histories
Bored, continuous flight auger and omega instrumented piles: Behavior under compression
Modification of Davisson's method
Les polymères: Application au forage des pieux de grands diamètres
Automated procedure of pile dynamic test signal matching
Response prediction for axially loaded pile groups in clays using 3D nonlinear analysis
Taiwan High Speed Railway – Contracts 260 & 270 – Geotechnical aspects and pile testing
Driven cast in situ piles in sand – case history
A comparison of jacked, driven and bored piles in sand
The use of CPT to predict the load carrying capacity of piles in expansive soils of Sudan
Socket friction capacity of large diameter drilled shafts in highly weathered rock
CAPWAP testing – theory and application
Nonlinear sensitivity of laterally loaded long piles in non-homogeneous soil – effect of boundary conditions
Influence of loading rate on the bearing capacity of piles in sand
Effects of actions due to group effect on the superstructure on pile groups
Development and application of the large-diameter driven cast-in-place concrete thin-wall pipe pile
Acceptance criterion and driving procedure of open-end piles
Control and prediction of the pile foundations behavior through settlement measures
Installation of jacked piles in sandy soils
Observations on densification of soil during vibratory sheetpiling
Large diameter bored piles behavior in miocenic clay
A case history on the investigation techniques for large diameter pile foundations
Distributed parameter sensitivity of piles in nonlinear sand subjected to cyclic bending moment
ISC'2 experimental site - prediction & performance of instrumented axially loaded piles
Pile foundations of Taiwan High Speed Rail
Optimizing foundation piling
Performance of pile foundation in multi-layered liquefied soil
A design method concerning horizontal resistance of piles constructed in improved ground
Loading rate dependency of the subgrade reaction for a pile in liquefied ground
Re-use of existing piles, Belgrave House, London
Ground vibration induced by percussion piling
3a: Waste Disposal and Management
Innovative aspects in landfill design
Geogrids on vibro-concrete-columns for a road crossing a landfill
Hydraulic conductivity of consolidated slimes from sand mining pits
Infiltration of a phthalate acid ester in a Brazilian tropical soil
Use of sewage sludge and other waste materials for land reclamation
A new model for immediate settlement predictions in landfills
Modelling contaminant transport through clay membrane barriers
Assessment on potential utilization of Ariake clay as a landfill barrier material
Grouting trials in hard jointed rock – investigation, design and execution
Pore pressure induced slide in municipal solid waste Doña Juana Landfill – Bogota, Colombia
Durability assessment of a confinement cut-off wall for a phosphogypsum landfill
Nonlinear behavior of multiphase engineered/geological barriers in nuclear waste disposal
Integrated temperature and gas analysis at a municipal solid waste landfill
Performance of H-jointed steel pipe sheet piles with H-H joint in vertical hydraulic cutoff walls
Mechanical properties of municipal waste deposits and ground improvement
The influence of clay wetting on geomembrane-clay interface strength
Evaluation of the design parameters of overburden dump construction from an open pit mine in Bulgaria
Factors affecting the chemical compatibility and the barrier performance of GCLs
Theoretical equations for evaluating hydraulic conductivities of bentonite based buffer and backfill
Hydraulic compatibility of geotextile containers confining dredged sediments
Chemico-osmotic behaviour of modified ``Multiswellable'' bentonite
Geosynthetic drainage layers in contact with unsaturated soils
Densification/compression by compaction of a granular geomaterial changed by crushing dewatered sludge with air
The impact of Ljubljana's municipal waste landfill on ground and groundwater
Biodegradation and transport of phenols through compacted clay liners: experiments and modeling
Transfert de masse et de chaleur dans une argile gonflante. Analyse des mécanismes et application à la modélisation prédictive d'un essai in situ à grande échelle
Geotechnical aspects of the closure of a tailings dam
Geotechnical properties of sewage sludge
Engineering properties of soil contaminated with TCE and decontaminated with surfactants
Infiltration dans une argile de barrière compactée non saturée
Solubilization and diffusion of metallic cations from a tropical residual soil in a acidic environment
Impact of osmotic efficiency on contaminant transport parameters
Suction-controlled tensile strength of compacted clays
Hydro-mechanical processes in soil desiccation problems. Application to Bogotá clay
Diffusion parameters for zinc in compacted gneiss residual soil
Determination of hydrodynamical dispersion factors at the laboratory scale
Remediation of contaminated soil at Fornebu Airport – Norway Stabilisation and re-use of PAH-contaminated soil
Comparison of single-well and two-well tracer tests at the laboratory scale
Evaluation of metal mobility and adsorption capacity of a compacted lateritic soil by sequential extraction
Performance of arsenic removal unit installed in Bangladesh and cement solidification of arsenic sludge from the unit
The on-site remediation of contaminated fine-grained soil based on the effect of permeability change after freezing and thawing
Geotechnology in harmony with the global environment: dream or deliverable?
Entrapment and dissolution behavior of DNAPL on subsurface contamination process
Soil water coupled analysis of land subsidence due to dewatering
A new concept for rockfill dams – protecting the surrounding environment
A novel technology for sniffing subsurface contaminants
Environmentally friendly systems to renovate secondary roads. Life-Environment Project: Kukkia Circlet. LIFE02 ENV/FIN/000329
Flow visualization using transparent synthetic soils
Application of geosynthetic barrier wall to containment of hydrocarbons in the Arctic
Evaluating the sustainability of methods for mitigation of arsenic contaminated aquifers
An experimental study of LNAPL lens formation using a centrifuge
Enhanced electrokinetic remediation of mixed heavy metal and organic contaminants in low permeability soils
Dry season problems created by volumetrically highly unstable marls and clays
Risk perception and assessment of a Brownfield Site
Geotechnical behaviour of lime treated sulphatic soils
In situ permeability measurement of a contaminant containment wall
Modeling of soil moisture profile during infiltration into vadose zone
Environmental vibration problems during construction
Dewatering at the Port of Ngqura: A case study
Unsaturated infiltration model to loess soils
About necessity of arranging geotechnical protections at the objects of nuclear power
4a: Slope Stability and Landslides
Slope stability evaluation by limit equilibrium and Finite Element Methods
Lanslide in a shale slope in Kabylie
GIS aided slope instability analysis of the highway slope based on shear strength
Slope stabilization with socket walls using the observational method
Slope failure movements controlled by unloading
Shear strength behaviour of cohesive soils reinforced with vegetation
Trigger mechanism of progressive landslides analysis and explanation
Liquefaction flow slide at horizontal ground
Landslide rehabilitation with geosynthetics in the open coal mine Oslomej-West
Evaluation of shear strength parameters for rain-induced slope instabilities
The application of unsaturated soil mechanics to the assessment of weather-related geo-hazards
Influence of degradation cycles on the mechanical characteristics of natural clays
Energy approach for earthquake induced slope failure evaluation
Energy analysis and model tests on lateral flow induced by water film effect in liquefied ground
Mass movements in the ``Serra Do Mar'' Cordillera, Sao Paulo, Brazil
Runout distance of gravitative debris flow
Void redistribution research with 1-g and centrifuge modeling
Early warning system for landslides caused by high intensity rains during the El Niño
An experimental study of the dynamics of subaqueous sediment gravity flows
Assessment of global landslide hazard and risk hotspots
Real-time prediction of rainfall-induced instability in sandy slopes
Stability analysis and rehabilitation measures of landslide Rebernice
Sensitive infrastructures in instable slope conditions
Characterizing the modal responses of a composite soil nail under axial excitation
Failure mechanism and characteristics of soil subjected to interaction between soil elements in simple shear
Slide interacting with a buried pipeline in southern Brazil
Long-term stability of slopes
Combined approach for site investigation in terms of the analysis of rainfall induced landslides
Twenty-year monitoring of the Orvieto overconsolidated clayey slope (Italy)
Estimating the geomechanical characteristics of a reactivated landslide
Two examples of clay slope stability in areas affected by previous man-made activity – open pit mines, landfills
Fluidization mechanisms of flowslides triggered by earthquake and rainfall
Progressive failure of slope due to tunnel excavation and its numerical simulation
Study on the interface shear strength of soil nails in a completely decomposed granite soil by laboratory pullout tests and large-size direct shear box tests
4b: Earthquake Related Problems
Behaviour of foundations over surface fault rupture: Analysis of case histories from the Izmit (1999) earthquake
Risk evaluation of existing piled foundations in liquefiable soils
Large-diameter cyclic triaxial tests for seismic safety assessment of an earth dam
Development, effects and mitigation of earthquake-induced liquefaction: A comprehensive study based on dynamic centrifuge modelling
Sensibilité aux séismes d'un matériau de barrage
Development of a sampler designed for laminar box and its application to dynamic centrifuge modeling of footing settlement due to liquefaction
On the prediction of dynamic behaviour using numerical and physical modelling
Assessment of liquefaction potential for a silty sand in Central Western Taiwan
Post liquefaction characteristics of low plasticity silt
Effects of three dimensional response of dikes on their local failures during an earthquake
Evaluation of Küçükçekmece Region with respect to soil amplification
Effects of irregular dynamic loads on soil liquefaction
Load path and loading velocity as potential condition indicator for liquefaction of silty soils
Modélisation numérique des inclusions rigides comme solution aux problèmes de liquéfaction
Critical seismic coefficient using limit analysis and finite elements
Effective stress back-analysis of past earthquake ground motions at paleoliquefaction sites
Sand liquefiability assessment by Flat Dilatometer Test (DMT)
Seismic earth pressure including soil cohesion
Site characterisation through Microtremor Studies for Seismic Microzonation of Delhi
Deformation characteristics of sandy soils subjected to cyclic loads
Back analysis of liquefaction failure and relationship between the residual soil strength and the N value of the SPT
Comparative study of seismic hazard of Kathmandu valley, Nepal with other seismic prone cities
Liquefaction potential of horizontal layers in successive earthquakes
Stability of loose CDG fill slopes subjected to uni-axial and bi-axial earthquakes in a centrifuge
Influence of the surface layers on the site effect
The influence of earth temperature on dynamic characteristics of frozen soil and the parameters of ground motion at the sites of permafrost in the Qinghai-Tibet Plateau
Geotechnical properties of liquefied volcanic soil ground by 2003 Tokachi-Oki Earthquake
New liquefaction countermeasure based on pore water replacement
4c: Preservation of Historic Sites
Strengthening the foundations of the main building of Tartu University, Estonia
Reprise en sous-œuvre d'un édifice du 17e siècle: Le Musée d'Art de Montpellier
Restoration of foundation of northern library of Bayon temple, Angkor
The restoration of San Pedro cliff at La Alhambra
Geotechnical characteristics of Japanese castle masonry wall and mechanical analysis for its preservation
Analyses of historical buildings condition with respect to soil-structure interaction
5a: Professional Practice and Education
Use of Finite Element Methods in Geotechnical Ultimate Limit State Design
Interactive computer-aided learning of landslide identification and monitoring process
On risk management in large infrastructure projects
Stress distribution of rockfall events on galleries
Provision of liquefaction hazard information: Building resilient communities
Probabilistic approach to the design of spread footings: application of Eurocode 7
Structural damage in urban areas due to reservoir filling
Large scale monitoring during Amsterdam metro construction; risk control, procedures and experiences
The synergy between theory and practice in geo-engineering
JGS comprehensive foundation design code: Geo-code 21
Estimation of long-term settlement and determination of additional sampling positions using GIS
Geotechnical protection techniques for buildings adjacent to site territories
Probabilistic design of anchored sheet pile wall
Reliable land subsidence mapping by a geostatistical spatial interpolation procedure
Portfolio based approach to project risk management
Teaching geotechnical engineers to avoid excessive deformations
Geotechnical risk management in the Netherlands
Geotechnical reliability analyses: towards development of some user-friendly tools
A simplified ranking procedure to assess dam safety in Mexico
Comparison of soil investigation codes and standards of the Russian Federation and Britain
Cognitive psychological structure of education and research in geotechnics
Conditions for the use of the observational method in geotechnical engineering
Integral design of motorways on soft soil on the basis of whole life costs
Settlement of building foundations based on field pile load tests
Accompanying person programs and optional tours
Practitioner/Academic Forum
Practitioner/academic forum
Technical session 1a: Laboratory testing (I): Fundamental properties
Technical session 1b: Laboratory testing (II): Strength, large deformation, and hydraulic properties
Technical session 1c: In-situ testing
Technical session 1d: Modeling
Technical session 1e: Analysis
Technical session 1f: Prediction and performance
Technical session 2a: Ground improvement
Technical session 2b: Reinforcement and stone columns
Technical session 2c: Excavation, retaining structures and foundations
Technical session 2d: Tunneling
Technical session 2e: Marine and transportation geotechnical engineering
General report on technical session 2f: Embankments and dams
Technical session 2g: Pile foundations (I): Piled rafts, bearing capacity, and analysis
Technical session 2h: Pile foundations (II): Installation, quality control, performance, and case histories
Technical session 3a: Waste disposal and management
Technical session 3b: Remediation
Technical session 4a: Slope stability and landslides
Technical session 4b: Earthquake related problems
Technical session 4c: Preservation of historic sites
Technical session 5a: Professional practice and education
Technical session 1a: Laboratory testing (I): Fundamental properties
Technical session 1b: Laboratory testing (II): Strength, large deformation and hydraulic properties
Technical session 1c: In-situ testing
Technical session 1d: Modeling
Technical session 1e: Analysis
Technical session 1f: Prediction and performance
Technical session 2a: Ground improvement
Technical session 2b: Reinforcement and stone columns
Technical session 2c: Excavation, retaining structures and foundations
Technical session 2d: Tunneling
Technical session 2e: Marine and transportation geotechnical engineering
Technical session 2f: Embankments and dams
Technical session 2g: Pile foundations (I): Piled rafts, bearing capacity, and analysis
Technical session 2h: Pile foundations (II): Installation, quality control, performance, and case histories
Technical session 3a: Waste disposal and management
Technical session 3b: Remediation
Technical session 4a: Slope stability and landslides
Technical session 4b: Earthquake related problems
Technical session 4c: Preservation of historic sites
Technical session 5a: Engineering practice and education
Paper Presentation & Poster Discussion Sessions
PDS 1a: Laboratory testing (I): Fundamental properties
PDS 1b: Laboratory testing (II): Strength, large deformation and hydraulic properties
PDS 1f: Prediction and performance
PDS 2a: Ground improvement
PDS 2b: Reinforcement and stone column
PDS 2c: Excavation, retaining structures and foundations
PDS 2e: Marine and transportation geotechnical engineering
PDS 2f: Embankments and dams
PDS 2g: Pile foundation (I): Piled rafts, bearing capacity, and analysis
PDS 2h: Pile foundations (II): Installation, quality control, performance, and case histories
PDS 3a: Waste disposal and management
PDS 4a: Slope stability and landslides
PDS 4b: Earthquake related problems
PDS 5a: Professional practice and education
Third International Young Geotechnical Engineers Conference (3iYGEC)
3rd International Young Geotechnical Engineers Conference
TC3 workshop – Geotechnical aspects related to foundation layers of pavements and rail track
Report on TC-4 workshop on performance-based design
TC5 – Environmental geotechnics: Workshop report
TC29 workshop: Laboratory tests
Special Session on the 2004 Niigata-ken Chuetsu Earthquake
Special session on the 2004 Niigata-ken Chuetsu earthquake
Kansai International Airport Symposium
Symposium on geotechnical aspects of Kansai International Airport
International Society for Soil Mechanics and Geotechnical Engineering: Minutes of the Council Meeting (Convention Congress Centre Prague, Czech Republic, Sunday, 24th August 2003)
International Society for Soil Mechanics and Geotechnical Engineering: Minutes of the Council Meeting (Grand Cube, International Convention Centre, Osaka, Japan, Sunday, 11th September 2005)
ISSMGE TC Administrative Report
Administrative report: TC1 – Offshore and nearshore geotechnical engineering
Administrative report: TC2 – Physical modelling in geotechnics
Report of TC3 – Geotechnics of pavements
Administrative report: TC4 – Earthquake geotechnical engineering
Administrative report: TC5 – Environmental geotechnics
Administrative report of TC6 – Unsaturated soils
Administrative report: TC8 – Frost
Administrative report: TC 9 – Earth reinforcement
Administrative report: TC 10 – Geophysical testing in geotechnical engineering
Administrative report: TC16 – Ground property characterization by in-situ tests
Technical activity report: TC17 – Ground improvement
Administrative report: TC18 – Deep foundations
Administrative report: TC 19 – Preservation of historic sites
Administrative report: TC23 – Limit state design in geotechnical engineering practice
Administrative report: TC28 – Underground construction in soft ground
Administrative report: TC29 – Laboratory stress-strain and strength testing of geomaterials
Administrative report: TC32 – Engineering practice of risk assessment and management
Administrative report: TC33 – Geotechnics of soil erosion
Administrative report: TC34 – Prediction methods in large strain geomechanics
Administrative report: TC35 – Geotechnics of particulate media
Administrative report: TC 36 – Foundation engineering in difficult soft soil conditions
Administrative report: TC 37 – Interactive geotechnical design
Administrative report: JTC1 – Landslides and engineered slopes
Appendix 1: Technical Sessions Panelists Written Contribution
Predictions of heave in frost-susceptible soils
Prediction versus performance of Land Reclamation Bund
Durability of cement-based grouts and binders
On the microreinforcement of soils
Risk from inhomogeneity of DM lime-cement stabilized soil and columns
Seepage in tunnel stability
Bearing capacity of piled rafts
Application of dynamic load test for estimating bearing capacity of large diameter steel pipe piles
Design of foundation for seismic loads
The role of predictive models in remediation of contaminated land
Where are we going in the analysis of landslides?
TS 4b: Earthquake related problems. Panelist report ``Some research front on post-liquefaction phenomena''
The general principle of the authenticity and the foundations of monuments
Geotechnical characteristics of Japanese castle masonry wall and mechanical analysis for its preservation
Use of soil-structure interaction analysis for historical monuments preservation
Behavior of Mexico City's Cathedral after underexcavation and subsoil hardening
Strengthening the foundations of the main building of Tartu University, Estonia
Preservation work for the section of the embankment of Sayamaike Pond, oldest existing earth-fill dam in Japan
Modern technology introduced to safeguard old monuments in Angkor
The restoration of San Pedro Cliff at La Alhambra
Foundations and structure of Osaka Municipal Central Public Hall: Renovation and original construction
Appendix 2: ISSMGE TC Extended Report
ISSMGE, Technical Committee No. 8 on Frost: 2001–2005
Thaw penetration, thaw weakening and permanent deformations on pavements
Determination of frost-susceptibility of soils
Indirect estimation of segregation potential based on soil index properties
Recommended design thermal and mechanical properties for frost insulation materials in Finland
Effect of thermal properties on pavement surface temperatures
Appendix 3: ISSMGE TC9 Extended Report
Milestone in earth reinforcement – TC9 activities (2001–2005)
Appendix 4: ISSMGE TC28 Extended Report
TC28 – Underground construction in soft ground: Some recent technical advances
Appendix 5: ISSMGE TC33 Extended Report
ISSMGE TC 33. Geotechnics of Soil Erosion – Report for the period 2001–2005
Appendix 6: ISSMGE TC34 Extended Report
Administrative report of TC-34 on prediction methods in large strain geomechanics
Elastoplastic models for soils and soft rocks
Elasto-viscoplastic modeling of geomaterials
Localization in geomechanics
Instability and failure in granular materials
Mathematical and numerical modelling of geomaterials with special reference to catastrophic landslides and related phenomena
Limit analysis in geotechnical engineering
Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
：Geotechnology in Harmony with the Global Environment
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