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Probabilistic undrained bearing capacity of skirted foundations under HM combined loading in spatially variable soils
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-3-030-80142-7openalex-snapshot
Advances in Geotechnical Engineering & Geoenvironmental Engineering
inferredcites →https://doi.org/10.1016/j.compgeo.2012.10.008openalex-snapshot
Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil
inferredcites →https://doi.org/10.1016/j.compgeo.2016.06.001openalex-snapshot
Probabilistic capacity analysis of suction caissons in spatially variable clay
inferredcites →https://doi.org/10.1016/j.compgeo.2018.06.001openalex-snapshot
Probabilistic HM failure envelopes of strip foundations on spatially variable soil
inferredcites →https://doi.org/10.1016/j.compgeo.2019.103148openalex-snapshot
Capacity assessment of offshore skirted foundations under HM combined loading using RFEM
inferredcites →https://doi.org/10.1016/j.enggeo.2017.03.022openalex-snapshot
The bearing capacity of spudcan foundations under combined loading in spatially variable soils
inferredcites →https://doi.org/10.1016/j.enggeo.2018.03.021openalex-snapshot
Bayesian updating of slope reliability in spatially variable soils with in-situ measurements
inferredcites →https://doi.org/10.1016/j.marstruc.2011.06.002openalex-snapshot
The undrained bearing capacity of a spudcan foundation under combined loading in soft clay
inferredcites →https://doi.org/10.1016/j.oceaneng.2014.04.025openalex-snapshot
Evaluation of combined horizontal-moment bearing capacities of tripod bucket foundations in undrained clay
inferredcites →https://doi.org/10.1016/j.oceaneng.2015.11.017openalex-snapshot
Application of the dilatometer test for estimating undrained shear strength of Busan New Port clay
inferredcites →https://doi.org/10.1016/j.sandf.2017.11.006openalex-snapshot
Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis
inferredcites →https://doi.org/10.1016/j.strusafe.2016.05.002openalex-snapshot
A probabilistic approach to the ultimate capacity of skirted foundations in spatially variable clay
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0002267openalex-snapshot
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0002449openalex-snapshot
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils
inferredcites →https://doi.org/10.1080/17499518.2018.1447675openalex-snapshot
Non-stationary realisation of CPT data: considering lithological and inherent heterogeneity
inferredcites →https://doi.org/10.1080/17499518.2018.1455106openalex-snapshot
Effect of sampling plan and trend removal on residual uncertainty
inferredcites →https://doi.org/10.1139/cgj-2016-0265openalex-snapshot
Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading
inferredcites →https://doi.org/10.1139/cgj-2019-0089openalex-snapshot
How distribution characteristics of a soil property affect probabilistic foundation settlement — from the aspect of the first four statistical moments
inferredcites →https://doi.org/10.1139/t00-090openalex-snapshot
Characterization of geotechnical variability and Evaluation of geotechnical property variability: Reply
inferredcites →https://doi.org/10.1139/t10-088openalex-snapshot
Guidelines for offshore in situ testing and interpretation in deepwater soft clays
inferredcites →https://doi.org/10.1201/9781315272474openalex-snapshot
Offshore Geotechnical Engineering
inferredcites →https://doi.org/10.1680/geot.1997.47.5.1051openalex-snapshot
Standardized sign conventions and notation for generally loaded foundations
inferredcites →https://doi.org/10.1680/geot.2005.55.1.3openalex-snapshot
Random field characterisation of stress-nomalised cone penetration testing parameters
inferredcites →https://doi.org/10.1680/geot.8.p.040openalex-snapshot
Deep-penetrating spudcan foundations on layered clays: numerical analysis
inferredcites →https://doi.org/10.1680/geot.9.t.027openalex-snapshot
Undrained failure envelope for skirted foundations under general loading
inferredcites →https://doi.org/10.1680/jgeot.17.p.154openalex-snapshot
Bayesian prediction of peak resistance of a spudcan penetrating sand-over-clay
inferredcites →https://doi.org/10.3208/sandf.39.4_19openalex-snapshot
The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading
inferredcites →https://doi.org/10.4324/9780203889091openalex-snapshot
Offshore Geotechnical Engineering
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4718352openalex-extracted
Probabilistic-Based Failure Mechanism Analysis and Quantitative Risk Assessment for Offshore Pipelines Under Impact Loads Buried in Spatially Varied Soils
inferred← citeshttps://doi.org/10.1002/gj.5008openalex-snapshot
Probabilistic assessment of bearing capacity of skirted foundation under combined loadings with a rigid base
inferred← citeshttps://doi.org/10.1007/s11440-023-02214-7openalex-snapshot
Fully assessing foundation failure envelopes under combined loads in spatially variable clay
inferred← citeshttps://doi.org/10.1007/s11709-025-1225-0openalex-snapshot
Prediction of skirted foundation safety factors under combined loading in spatially variable soils using machine learning
inferred← citeshttps://doi.org/10.1007/s12517-023-11781-8openalex-snapshot
Sensitivity analysis of a skirted circular foundation located on clay by stress characteristic method
inferred← citeshttps://doi.org/10.1007/s40515-025-00605-9openalex-snapshot
Experimental Study of Skirted Square Foundations Resting on Sand for Improvement of Foundation Settlement and Bearing Capacity
inferred← citeshttps://doi.org/10.1007/s41062-023-01070-4openalex-snapshot
The undrained vertical bearing capacity of skirted foundations located on slopes using finite element limit analysis
inferred← citeshttps://doi.org/10.1016/j.apor.2023.103509openalex-snapshot
Probabilistic approach to the stability analysis of caisson foundations under combined loading in spatially variable soil
inferred← citeshttps://doi.org/10.1016/j.apor.2025.104549openalex-snapshot
Inclined pullout capacity of suction anchors in clay-silty sand-clay soil deposits
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106260openalex-snapshot
Probabilistic design optimization of rectangular skirted mudmats under combined loading in spatially variable soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106305openalex-snapshot
Probabilistic failure envelopes of tripod bucket-supported offshore wind turbines in spatially variable clay based on a novel continuous method
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106552openalex-snapshot
Undrained HM bearing capacity of hybrid foundations in spatially variable soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107297openalex-snapshot
Buckling characteristics of bucket foundations under suction installation in spatially variable clay
inferred← citeshttps://doi.org/10.1016/j.engappai.2025.110005openalex-snapshot
A machine learning based framework for the probability failure envelope analysis of foundations in spatially variable clay
inferred← citeshttps://doi.org/10.1016/j.marstruc.2024.103719openalex-snapshot
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 spatial variability of soil strength
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2022.110626openalex-snapshot
Installation design of a large tubular caisson in the spatially varying seabed
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2023.113791openalex-snapshot
Probabilistic analysis of skirted foundations under combined loading in soils modelled by non-stationary random fields
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.116749openalex-snapshot
Probabilistic undrained bearing capacity of shallow foundations under combined loading in three-dimensional spatially variable soils
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118182openalex-snapshot
Reliability analysis of two–pile group in spatially variable soil considering differential settlement
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120227openalex-snapshot
Reliability analysis of two adjacent piles in spatially variable unsaturated expansive soil
inferred← citeshttps://doi.org/10.1016/j.strusafe.2024.102520openalex-snapshot
A novel efficient RFEM for reliability analysis and design of multi-line dynamically installed anchor for floating offshore wind turbines
inferred← citeshttps://doi.org/10.1080/1064119x.2022.2120843openalex-snapshot
Numerical investigation on pullout capacity of helical piles under combined loading in spatially random clay
inferred← citeshttps://doi.org/10.1080/1064119x.2025.2602055openalex-snapshot
Bearing capacity of skirted footings on bedrock under large eccentric loads: Deterministic and probabilistic approaches
inferred← citeshttps://doi.org/10.1080/17499518.2023.2288598openalex-snapshot
Effects of random heterogeneity of soil on VH failure envelopes of the torpedo anchor
inferred← citeshttps://doi.org/10.3390/app13116624openalex-snapshot
Prediction of Undrained Bearing Capacity of Skirted Foundation in Spatially Variable Soils Based on Convolutional Neural Network
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