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Time capsule for geotechnical risk and reliability
This paper is motivated by the Time Capsule Project (TCP) of the International Society for
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …
Solving geophysical flow problems in Luxembourg: SPH constitutive review
In this research work, a constitutive mathematical review has been carried out to study the
application of smoothed-particle hydrodynamics (SPH) in the modeling of geophysical flows …
application of smoothed-particle hydrodynamics (SPH) in the modeling of geophysical flows …
Quantification of prior knowledge in geotechnical site characterization
Geotechnical characterization of a project site often starts with desk-study and site
reconnaissance, which provide site information available prior to the project (eg, existing …
reconnaissance, which provide site information available prior to the project (eg, existing …
Reliability estimation of corroded RC structures based on spatial variability using experimental evidence, probabilistic analysis and finite element method
Corrosion of steel reinforcement is spatially distributed over RC structures due to several
factors such as different environmental exposure, concrete cover, and concrete quality …
factors such as different environmental exposure, concrete cover, and concrete quality …
Influence of spatial variability of permeability property on steady state seepage flow and slope stability analysis
In recent years, spatial variability modeling of soil parameters using random field theory has
gained distinct importance in geotechnical analysis. In the present study, commercially …
gained distinct importance in geotechnical analysis. In the present study, commercially …
[HTML][HTML] Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis
The spatial variability of soil properties is often assumed to be modeled as stationary or
weakly stationary random fields in slope reliability analyses. However, abundant site …
weakly stationary random fields in slope reliability analyses. However, abundant site …
Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil
Failure envelopes written directly in terms of the applied vertical, horizontal and moment
loads are finding increased popularity in the design of shallow foundations. However, these …
loads are finding increased popularity in the design of shallow foundations. However, these …
Soil–structure reliability of offshore wind turbine monopile foundations
An overview of offshore wind turbine (OWT) foundations is presented, focusing primarily on
the monopile foundation. The uncertainty in offshore soil conditions as well as random wind …
the monopile foundation. The uncertainty in offshore soil conditions as well as random wind …
Evaluation of the scale of fluctuation of geotechnical parameters by autocorrelation function and semivariogram function
The spatial variability of geotechnical parameters is determined in terms of their scale of
fluctuation (SOF), θ. There are basically two approaches in analyzing the spatial variability of …
fluctuation (SOF), θ. There are basically two approaches in analyzing the spatial variability of …
Hypoplastic modeling post-failure behavior of sandy slope with porosity spatial variability
Recent probabilistic studies have thoroughly examined how uncertainties in soil shear
strength affect slope stability, while the impact of spatial variability in soil porosity on post …
strength affect slope stability, while the impact of spatial variability in soil porosity on post …