-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Pre-failure deformation characteristics of soils: anisotropy and soil fabric
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
A dynamic analysis of the stored angular momentum earthquake actuator used with the equivalent shear beam container
-
-
Seismic modelling of rock-fill embankments on deep loose saturated sand deposits
-
-
-
-
-
-
-
-
-
-
-
-
Compensation grouting in clay
-
-
Theoretical study of brain biomechanics via poroelastic theory and the finite element method
-
-
-
-
-
-
Contaminant migration through consolidating soils
-
-
Modelling the variation of soil stiffness during sequential construction
-
-
An experimental study of hydrofracture in soils
-
-
Piled foundations adjacent to surcharge loads
-
-
-
-
Contaminant migration through intact and damaged clay liners
-
-
Modelling of transport processes in heterogeneous soils
-
-
Behaviour of reinforced embankments on soft clay
-
-
Modelling transport processes in soil due to hydraulic, density and electrical gradients
-
-
Drum centrifuge tests of three-leg jack-ups on sand
-
-
Observation and analysis of slope stability with seepage in centrifuge model earthquakes
-
-
-
-
The angles of friction of granular fills
-
-
Thaw induced settlement of pipelines in centrifuge model tests
-
-
Partial liquefaction of sand fill in a mobile arctic caisson under dynamic ice-loading
-
-
-
-
Ground deformation mechanisms for soil-structure interactions
-
-
Modelling the seismic response of piles and pile groups
-
-
Centrifuge modelling of cone penetration testing in cohesionless soils
-
-
Modelling the behaviour of quay walls during earthquakes
-
-
Centrifuge and theoretical modelling of conical footings on sand
-
-
Centrifuge model tension piles in clay
-
-
Groundwater effects on in-situ walls in stiff clay
-
-
-
-
Accelerated physical modelling of transport processes in soil
-
-
Scale effects in tests on footings
-
-
Modelling of rupture development in soils
-
-
A theoretical experimental investigation into the dynamic behaviour of soils
-
-
An isotropic transformation soil constitutive model with induced anisotropy in axial deformation events
-
-
Centrifugal modelling of surface footings subject to combined loading
-
-
The dynamic embedment of a heat emitting projectile
-
-
-
-
Modelling the response of sand to cyclic loads
-
-
Ground deformation in the vicinity of a trench heading
-
-
Seismic modelling of coastal dykes on layered sand foundations
-
-
The behaviour of diaphragm walls in clays
-
-
Creep and viscosity in two kaolin clays
-
-
A theoretical study of pile driving
-
-
Centrifuge modelling of earthquake effects on sand embankments
-
-
Modelling the behaviour of retaining walls in earthquakes
-
-
Effects of a heat source in saturated clay
-
-
Clays in circular simple shear apparatus
-
-
Stage constructed embankment on soft clays
-
-
Ground movements associated with tunnels and trenches
-
-
Modelling the effects of a strip load behind rigid retaining walls
-
-
Model pile tests in clay
-
-
Centrifugal modelling of the response of clay embankments to earthquakes
-
-
Laterally loaded model piles in sand
-
-
Stability of excavation in soft clay
-
-
Finite element modelling of kinematic history for particular media
-
-
Numerical analysis of incompressible and plastic solids using finite elements
-
-
Centrifuge modelling of embankments on clay foundations
-
-
In situ testing of clays using the Cambridge self boring pressuremeter
-
-
A study of plasticity theories and their applicability to soils
-
-
Model piles in stiff clay
-
-
The gravity flow of bulk solids in bunkers
-
-
A study of the pressuremeter test in dense sand
-
-
Some effects of reinforcement on the mechanical behaviour of soils
-
-
Deformations and pore pressure dissipation around tunnels in soft clay
-
-
-
-
The behaviour of model piles in dense sand
-
-
Thin walled buried pipes
-
-
Single shear deformations of sand
-
-
Piled foundations supporting a model offshore structure
-
-
The centrifugal modelling of dynamic behavior
-
-
Centrifugal modelling of slope failures
-
-
The stability of river banks and flood embankments
-
-
Shear zones and progressive failure in overconsolidated clay
-
-
Earth pressure around buried pipes
-
-
A theoretical study of the performance of piles
-
-
The behaviour of clay in plane strain
-
-
Behaviour of lined and unlined tunnels in sand
-
-
Experimental and computational investigation of model reinforced earth retaining walls
-
-
Application of finite elements to plane strain deformation and consolidation of soils
-
-
Field and theoretical studies of the behaviour of ground around deep excavations in London clay
-
-
The behaviour of lined and unlined model tunnels in stiff clay
-
-
In situ testing of soils with a self-boring pressuremeter
-
-
Interaction of sand and L-shaped walls in centrifuge models
-
-
Model ground anchors in clay
-
-
Micro-fabric changes during the deformation of clays
-
-
Stresses and strains induced in soft clay by a strip footing
-
-
Some aspects of the mechanical behaviour of kaolin under truly triaxial conditions of stress and strain
-
-
The behaviour of rigid and flexible retaining walls in sand
-
-
Centrifugal testing of models of embankments on soft clay foundations
-
-
Deformations around model tunnels in stiff clay
-
-
Flow of sand in mass-flow bunkers
-
-
The stress and strain behaviour of compacted clay in tension and compression
-
-
The stress-strain properties of lightly overconsolidated clay
-
-
Finite elements applied to problems of plane strain deformation of soils
-
-
The stress-strain behaviour of clay at low stress levels and high overconsolidation ratio.
-
-
Behaviour of kaolin in plane strain
-
-
The behaviour of saturated kaolin in the simple shear apparatus
-
-
A model earth pressure test rig for clay soils
-
-
An instrument for the in situ measurement of the properties of soft clays
-
-
Stress and strain in a sand mass adjacent to a model wall
-
-
Some effects of time on stress strain relationships for clays
-
-
The behaviour of sand at low stress levels in the simple shear apparatus
-
-
Centrifugal testing of soil models
-
-
The behaviour of soft clay in a new true triaxial apparatus
-
-
Stresses and strains induced by a strip footing on sand
-
-
A unified theory for the one-dimensional consolidation of saturated clays
-
-
Electron-microscopy of clays
-
-
Centrifugal testing of models made of soil
-
-
Stresses and strain in an earth pressure problem
-
-
Plane strain behaviour of soft clay
-
-
Some factors influencing the stress strain behaviour of clay
-
-
Stress and strain in sand caused by rotation of a model wall
-
-
Some effects of history on the stress-strain behaviour of kaolin
-
-
The behaviour of granular materials in the simple shear apparatus
-
-
The deformation of clay as a time-dependent process
-
-
Soil structure, mechanical properties and electron-microscopy
-
-
Applications of the critical state theories
-
-
Some deformation characteristics of kaolin
-
-
A radiographic study of soils
-
-
Soils in the simple shear apparatus
-
-
Deformation of soft clay
-
-
Stress/strain relationships for clay
-
-
Deformation of soil specimens
-
-
Stress and strain fields in sand
-
-
Radiological examination of granular materials
-
-
Some deformation characteristics of Cambridge gault clay
-
-
Strains and lateral force in sand
-
-
Some shear properties of kaolin and of sand
-
-
The properties of soils and other granular media in simple shear
-
-
The development of lateral force during the displacement of sand by the vertical face of a rotating model
-
Foundation
-
-
The behaviour of soils and other granular media when subjected to shear
-
-
Soil mechanics & tillage
-
-