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geo phd thesis

Windle D In situ testing of soils with a self-boring pressuremeter Wind H G Interaction of sand and L-shaped walls in centrifuge models book report on the help Swain A Model ground anchors in clay Wong K Y Micro-fabric changes during the deformation of clays Chan K C Stresses and strains induced in soft clay by a strip footing Wood D M Some aspects of the mechanical behaviour of kaolin under truly triaxial conditions of stress and strain Milligan G W E The behaviour of rigid and flexible retaining walls in sand Beasley D H Centrifugal testing of models of embankments on soft clay foundations Cairncross A M Deformations around model tunnels in stiff clay Blair-Fish P M Flow of sand in mass-flow bunkers Ajaz A The stress and strain behaviour of compacted clay in tension and compression Nadarajah V The stress-strain properties of lightly overconsolidated clay Simpson B Finite elements applied to problems of plane strain deformation of soils Amerasinghe S F The stress-strain behaviour of clay at low stress levels and high overconsolidation ratio.

geo phd thesis

Sketchley C J Behaviour of kaolin in plane strain Borin D L The behaviour of saturated kaolin in the simple shear apparatus Dick S C A model earth pressure test rig for clay soils Hughes J M O An instrument for the in situ measurement of the properties of soft clays Smith I A A Stress and strain in a sand mass adjacent to a model wall Coupe P S Some effects of time on stress strain relationships for clays Stroud M A The behaviour of sand at low stress levels in the simple shear apparatus Endicott L J Centrifugal testing of soil models Pearce J A The behaviour of soft clay in a new true triaxial apparatus Tennekoon B L Stresses and strains induced by a strip footing on sand Hawley J A A unified theory for the one-dimensional consolidation of saturated clays Tovey N K Electron-microscopy of clays Avgherinos P J Centrifugal testing of models made of soil Lord J A Stresses and strain in an earth pressure problem Hambly E C Plane strain behaviour of soft clay Balasubramaniam A S Some factors influencing the stress strain behaviour of clay Bransby P L Stress and strain in sand caused by rotation of a model wall Ting W H Some effects of history on the stress-strain behaviour of kaolin Bassett R H The behaviour of granular materials in the simple shear apparatus Walker L K The deformation of clay as a time-dependent process Smart P Soil structure, mechanical properties and electron-microscopy Mitchell R J Applications of the critical state theories Loudon P A Some deformation characteristics of kaolin Coumoulos D G A radiographic study of soils Cole E R L Soils in the simple shear apparatus Burland J B Deformation of soft clay Sirwan K Z Deformation of soil specimens 9.

James R G Stress and strain fields in sand 8. Thompson W J Some deformation characteristics of Cambridge gault clay 6. Arthur J R F Strains and lateral force in sand 5. Thurairajah A Some shear properties of kaolin dissertation in business administration of sand 4.

Poorooshasb H The properties of soils and other granular media in simple shear 3. Schofield A N The development of lateral force during the displacement of sand by the vertical face of a rotating model foundation 2. Wroth C P B The behaviour of soils and other granular media when subjected to shear 1. Contact us Information provided by: Study at Cambridge Undergraduate Graduate International students Continuing education Executive and professional education Courses in education.

About research at Cambridge. This Site Uses Cookies We may use cookies to record some preference settings and to analyse how you use our web site. I have read and understood this message. Hide this message. Performance of silty sands and their use in flexible airfield pavement design.

Error analysis for distributed fibre optic sensing technology based on Brillouin scattering. Characteristics and mechanisms of atrazine sorption to biochar for land remediation. Splitting solution scheme for material point method.

Three-dimensional multi-scale hydraulic fracturing simulation in heterogeneous material using Dual Lattice Model. Structural behaviour of concrete segmental lining tunnels: Supervised learning for back analysis of excavations in the observational method.

Experiments in tunnel—soil—structure interaction. Effects of Tunnelling under writing graduate school admissions essay Existing Tunnel in Clay. Performance of circular shafts and ground behaviour during construction. Beyond The Food Waste Hierarchy: Development and performance of smart aggregates for self-healing of cement based materials. Earthquake-induced liquefaction of sand and response of structures with shallow foundations.

Numerical Modelling of the kinetics and microstructural development of carbonated magnesia-based cements. Constitutive Modelling of Unsaturated Sand. Cyclic lateral loading of monopile foundations in sand. Installation effects due to pile surging in sand. Cyclic behaviour of monopile foundations for offshore wind turbines in clay.

Numerical analysis of wellbore behaviour during methane gas recovery from hydrate bearing sediments. Multi-scale multiphase modelling of granular flow. Finite element modelling of thermal piles and walls. Tunnelling Effects on Bored Piles in Clay.

Geotechnical behaviour of energy piles. Guidance for the design of pile groups in laterally spreading soil. Water Injection to assist Pile Jacking. Performance evaluation of unactivated and activated persulphate oxidation for in situ contaminated land remediation applications.

Damage detection and monitoring for tunnel inspection based on Computer Vision. Ground movements due to excavation in cohesionless soil: The impact of biochar on soil processes and its potential in soil remediation. Material point method to simulate large deformation problems in fluid-saturated granular medium. Response of piled buildings to the construction of deep excavations. Mechanical properties and durability performance of buying position cover letter magnesia cement concrete.

Deformation mechanisms beneath shallow foundations. Deep soil mixing and predictive neural network models for strength prediction. Numerical investigation of Geomechanical behaviour of hydrate-bearing sediments. Monotonic and cyclic uplift resistance of buried pipelines in cohesionless soils. Enhancing the carbonation of reactive magnesia cement-based porous blocks. The axial behaviour of piled foundations in liquefiable soil. Constitutive modelling of a heavily overconsolidated clay.

Submarine landslide flows simulation through centrifuge modelling. Floatation of underground structures in liquefiable soils. Characterisation and performance of innovative alumino-silicates for soil mix technology permeable reactive barriers. Microbial carbonate precipation in soils. The influence of bacteria on the mechanical properties of deep-ocean clay sediments. Long-term behaviour of twin tunnels in London clay. Disturbance analysis of the self boring pressuremeter tests.

Tunnelling in sands and the response of buildings. Piled foundations subjected to cyclic loads or earthquakes. Response of ground and buildings to deep excavations and tunnelling. Ground movements due to excavation in clay: Ground Improvement with Conventional and Novel Binders.

Foundation optimisation and its application to pile reuse. Soil-Pipeline Interaction in Unsaturated Soils. Properties and applications of reactive magnesia cements in porous blocks. Rainfall trends in India and their impact on soil erosion and land management. Seismic Response of Tunnels.

Tunnelling in sand and its effect on pipelines and piles. Compensation Grouting in Sand. Physical Modelling of Jet Grouting Process. Micromechanical Modelling of Soil Creep. An investigation into the strength and stiffness of jacked piles in sand. Effects of Piles On Tunnels. Impact of climate change on chemical and biological properties in contaminated soils.

An investigation of crushing and compaction bands in granular material. Numerical Modelling of Soil-Pipeline Interaction. Piled foundations in liquefiable soils: We may use Personal Information for investigations or prevention of fraud or network abuse. We may contact You by telephone, postal mail, e-mail, or other methods. You may see advertisements when You visit our Website.

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geo phd thesis

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geo phd thesis

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geo phd thesis

Salt Migration in Granular Media. Physical and numerical modelling of Submarine Landslides. Numerical modelling of monopiles for offshore wind farms.

geo phd thesis

Geomechanical study of hydrate-bearing sediments with turbidite formation and hydrate heterogeneity. We may use cookies to record some preference settings and to geo phd thesis how you use our web site.

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Geo phd thesis