Time capsule for geotechnical risk and reliability

M Chwała, KK Phoon, M Uzielli, J Zhang… - … and management of …, 2023‏ - Taylor & Francis
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 …

Solving geophysical flow problems in Luxembourg: SPH constitutive review

KC Onyelowe, ER Sujatha, FI Aneke… - Cogent Engineering, 2022‏ - Taylor & Francis
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 …

Quantification of prior knowledge in geotechnical site characterization

Z Cao, Y Wang, D Li - Engineering Geology, 2016‏ - Elsevier
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 …

Reliability estimation of corroded RC structures based on spatial variability using experimental evidence, probabilistic analysis and finite element method

M Zhang, H Song, S Lim, M Akiyama… - Engineering Structures, 2019‏ - Elsevier
Corrosion of steel reinforcement is spatially distributed over RC structures due to several
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

A Srivastava, GLS Babu, S Haldar - Engineering Geology, 2010‏ - Elsevier
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 …

[HTML][HTML] Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis

SH Jiang, J Huang - Soils and foundations, 2018‏ - Elsevier
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 …

Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil

MJ Cassidy, M Uzielli, Y Tian - Computers and Geotechnics, 2013‏ - Elsevier
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 …

Soil–structure reliability of offshore wind turbine monopile foundations

W Carswell, SR Arwade, DJ DeGroot… - Wind energy, 2015‏ - Wiley Online Library
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 …

Evaluation of the scale of fluctuation of geotechnical parameters by autocorrelation function and semivariogram function

X Kang, L Ge - Engineering Geology, 2016‏ - Elsevier
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 …

Hypoplastic modeling post-failure behavior of sandy slope with porosity spatial variability

H Fang, D Li, S Wang, C Qu - Computers and Geotechnics, 2024‏ - Elsevier
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 …