Tez Dosyaları 29
In-soil strength and behaviour of geosynthetic reinforcements
Influence of grain characteristics on stress-dilatancy relationship and failure surface geometry
Numerical simulation of a coupled geothermal pavementsystem with event-based pump control
Experimental investigation of the response of buried pipelines to surficial loads
Seismic bearing capacity approach for vehicle mobility problems
Thermally ınduced tensıle hoop stresses ın energy pıles: ınfluence on crack formatıon and ımplıcatıons for desıgn
Undrained seismic bearing capacity of surface strip foundations on cohesive slopes
Investigation of the behavior of box-shaped deep foundations
Corner effects in deep excavations
Using machine learning approaches to construct
correlations for cohesive soils using in-situ and laboratory
data
A new CPT-based P-Y formulation for piles in sand
Influence of buried pipes on deformations near shallow foundations
Large strain shear modulus of sand as a function of confinement and relative density
Investigation of stress-dilatancy response at low stress levels with emphasis on simple shearing conditions
Dilatancy based calculation of lateral earth thrust and the locked-in stress concept
Discrete element modelling of soil - pile interaction with emphasis on soil characteristics and pile installation methodology
Impact of non-uniform temperature distribution on thermal stress behaviour in energy walls
Dilatancy based identification of liquefaction susceptibility
Design of a small scale retaining wall model for investigating the lateral earth pressures
Seismic bearing capacity of surficial strip footings near cohesive slopes
Influence of dilatancy on slip planes and on localization of strains
Strain based selection of friction angle for geotechnical design
Analyses of thermo-active piles considering surface radiation and wind convection effects
Strength and dilatancy of anisotropic cohessionless soils
Experimental investigation of the behavior of buried pipes under vertical loads
Influence of particle shape on dilatancy and liquefaction susceptibility
Shape effect of shallow footings on seismic bearing capacity for foundations located near slopes
Evaluation of the intergranular coefficient of friction using distinct element modeling
Treatment of liquefaction susceptible loose saturated clean sand with magnesium oxide