[HTML][HTML] Deep learning-based evaluation of factor of safety with confidence interval for tunnel deformation in spatially variable soil
The random finite difference method (RFDM) is a popular approach to quantitatively
evaluate the influence of inherent spatial variability of soil on the deformation of embedded …
evaluate the influence of inherent spatial variability of soil on the deformation of embedded …
Probabilistic analysis of skirted foundations under combined loading in soils modelled by non-stationary random fields
H Chen, Z Shen, L Wang, Y Tian - Ocean Engineering, 2023 - Elsevier
Skirted foundations are widely used in offshore engineering. The soils that skirted
foundations are sited in commonly exhibit inherent spatial variability due to complex …
foundations are sited in commonly exhibit inherent spatial variability due to complex …
Fully assessing foundation failure envelopes under combined loads in spatially variable clay
S Fan, Y Zhang, S Li - Acta Geotechnica, 2024 - Springer
Soil spatial variability is a common situation in marine geotechnical engineering, while most
studies have primarily focused on evaluating the uniaxial vertical (V), horizontal (H), or …
studies have primarily focused on evaluating the uniaxial vertical (V), horizontal (H), or …
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy
K Choudhuri, D Chakraborty - Acta Geotechnica, 2024 - Springer
The present study explores the effect of rotational anisotropy on the bearing capacity
responses of the square and rectangular footings using the random finite difference method …
responses of the square and rectangular footings using the random finite difference method …
Probabilistic assessment of bearing capacity of skirted foundation under combined loadings with a rigid base
F Mancer, A Bouaicha, M Chwała… - Geological …, 2024 - Wiley Online Library
Skirted foundations are critical components in offshore applications where combined loads
are common in deep‐water environments. Their ultimate capacity under VH (vertical …
are common in deep‐water environments. Their ultimate capacity under VH (vertical …
Development of a CNN-based integrated surrogate model in evaluating the damage of buried pipeline under impact loads, considering the soil spatial variability
F Jiang, S Dong - Reliability Engineering & System Safety, 2025 - Elsevier
Determining the burial depth for offshore pipelines to resist impact load is challenging owing
to the spatial variability of soil strengths, which proves to significantly affect failure …
to the spatial variability of soil strengths, which proves to significantly affect failure …
Improving the estimation of soil spatial variability by considering transformation uncertainty based on LDRFE analysis
Transformation uncertainty is an imperative consideration in the process of transforming
measurement data to desired design parameters in geotechnical engineering. In the …
measurement data to desired design parameters in geotechnical engineering. In the …
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method
S Fan, Y Zhang, S Li, M Han - Computers and Geotechnics, 2024 - Elsevier
Marine geologic conditions play key roles in offshore geotechnical preliminary design and
construction decisions. Tripod bucket foundations are considered promising geotechnical …
construction decisions. Tripod bucket foundations are considered promising geotechnical …
A probability-based study on failure mechanism and quantitative risk analysis for buried offshore pipelines subjected to third-party impact loads, exploring the effects of …
F Jiang, S Dong, CG Soares - Marine Structures, 2025 - Elsevier
Burial is an effective approach to offshore pipeline protection for impact loads. However, few
studies address the influences of inherent soil spatial variabilities on failure behaviour of soil …
studies address the influences of inherent soil spatial variabilities on failure behaviour of soil …
Probabilistic undrained bearing capacity of shallow foundations under combined loading in three-dimensional spatially variable soils
H Chen, Z Shen, L Wang, Y Tian - Ocean Engineering, 2024 - Elsevier
Shallow foundations are widely employed in offshore engineering. However, there is a
limited number of studies that investigate the probabilistic undrained bearing capacity of …
limited number of studies that investigate the probabilistic undrained bearing capacity of …