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Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-1-4615-3928-5_4openalex-snapshot
Bearing Capacity of Shallow Foundations
inferredcites →https://doi.org/10.1007/978-94-009-4958-4_12openalex-snapshot
Calculation of Stresses on Shallow Penetrometers and Footings
inferredcites →https://doi.org/10.1016/0016-0032(48)90130-6openalex-snapshot
Soil mechanics in engineering practice
inferredcites →https://doi.org/10.1016/0148-9062(74)91688-xopenalex-snapshot
The effect of increasing strength with depth on the bearing capacity of clays
inferredcites →https://doi.org/10.1016/0148-9062(85)92228-4openalex-snapshot
Foundation engineering for gravity structures in the Northern North Sea
inferredcites →https://doi.org/10.1016/0148-9062(85)93769-6openalex-snapshot
Centrifuge model tests on bearing capacity of clay
inferredcites →https://doi.org/10.1016/0148-9062(89)92299-7openalex-snapshot
Soil reaction stresses on offshore gravity platforms
inferredcites →https://doi.org/10.1016/s0013-7952(97)81919-9openalex-snapshot
Soil mechanics in engineering practice
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1984)110:12(1749)openalex-snapshot
Centrifuge Model Tests on Bearing Capacity of Clay
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1989)115:11(1532)openalex-snapshot
Model Tests of Gravity Platforms. I: Description
inferredcites →https://doi.org/10.1061/ajgeb6.0001093openalex-snapshot
Offshore Gravity Structures: Centrifugal Modeling
inferredcites →https://doi.org/10.1139/t63-003openalex-snapshot
Some Recent Research on the Bearing Capacity of Foundations
inferredcites →https://doi.org/10.1201/9780203484418openalex-snapshot
The Foundation Engineering Handbook
inferredcites →https://doi.org/10.1520/gtj10759jopenalex-snapshot
Operation of a Geotechnical Centrifuge from 1970 to 1979
inferredcites →https://doi.org/10.1680/geot.1951.2.4.301openalex-snapshot
The Ultimate Bearing Capacity of Foudations
inferredcites →https://doi.org/10.1680/geot.1967.17.1.1openalex-snapshot
The Bearing Capacity of large footings and Embankments on clays
inferredcites →https://doi.org/10.1680/geot.1969.19.4.495openalex-snapshot
Geotechnical Models Using the Hydraulic Gradient Similarity Method
inferredcites →https://doi.org/10.1680/geot.1970.20.4.387openalex-snapshot
Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand
inferredcites →https://doi.org/10.1680/geot.1973.23.4.551openalex-snapshot
The effect of increasing strength with depth on the bearing capacity of clays
inferredcites →https://doi.org/10.1680/geot.1974.24.3.449openalex-snapshot
Discussion: The effect of increasing strength with depth on the bearing capacity of clays
inferredcites →https://doi.org/10.1680/geot.1983.33.1.67openalex-snapshot
Effects of consolidation on permeability measurements for soft clay
inferredcites →https://doi.org/10.1680/sposm.02050.0008openalex-snapshot
The Bearing Capacity of Clays
inferredcites →https://doi.org/10.2208/jscej.1987.382_157openalex-snapshot
A STUDY ON THE DEFORMATIONS AND BEARING CAPACITIES OF NORMALLY CONSOLIDATED CLAY LAYERS UNDER STRIP LOADING
inferredcites →https://doi.org/10.3208/sandf1972.21.4_101openalex-snapshot
Bearing Capacity of Rectangular Footings on Clays of Strength Increasing Linearly With Depth
inferredcites →https://doi.org/10.3208/sandf1972.25.4_179openalex-snapshot
Bearing Capacity of Square and Rectangular Footings on Nonhomogeneous Clays
inferredcites →https://doi.org/10.3208/sandf1972.26.2_133openalex-snapshot
A New Admissible Velocity Field for Bearing Capacity Caluculations of Strip Footings
inferredcites →https://doi.org/10.3208/sandf1972.26.3_143openalex-snapshot
An Upper Bound Calculation on Bearing Capacity of a Circular Footing on a Non-Homogeneous Clay
inferredcites →https://doi.org/10.3208/sandf1972.35.2_37openalex-snapshot
Development of Centrifuge Cone Penetration Test to Evaluate the Undrained Shear Strength Profile of a Model Clay Bed
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Bearing Capacity of Circular Footings and Suction Caisson on One- and Two-Layered Clay Under Vertical Loading
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Plastic Analysis of Footing Foundation Based on the Unified Strength Theory
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Rigid Retaining Walls Interacting with Unsaturated Soils in Axial Symmetry
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Lateral Capacity of Skirted Footing Resting on Level Ground
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Influence of Desiccation on Bearing Pressure–Settlement Behavior of Circular Footings on Granular Bed Overlying Nonhomogeneous Ground
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Skirted Footings in Geotechnical Engineering: Evolution, State-of-the-Art, and Emerging Innovations
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A New Approach to Estimate Bearing Capacity of Strip Footings on Geogrid-Stabilised Granular Layer over Clay
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Effect of Footing Size and Ground Heterogeneity on Bearing Pressure-Settlement Response of Circular Footings on Compressible Ground
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Numerical Evaluation of Undrained Bearing Capacity of Unconnected Strip and Circular Skirted Footings
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Ultimate Bearing Capacity of Ring Foundations Embedded in Undrained Homogeneous Clay
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Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil–foundation interface
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Consolidated undrained load-carrying capacity of subsea mudmats under combined loading in six degrees of freedom
inferred← citeshttps://doi.org/10.1680/geot.1998.48.5.637openalex-snapshot
Combined loading of skirted foundations
inferred← citeshttps://doi.org/10.1680/geot.2000.50.4.409openalex-snapshot
Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading
inferred← citeshttps://doi.org/10.1680/geot.2000.50.5.573openalex-snapshot
Limiting resistance of a spherical penetrometer in cohesive material
inferred← citeshttps://doi.org/10.1680/geot.2002.52.1.61openalex-snapshot
Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
inferred← citeshttps://doi.org/10.1680/geot.2003.53.5.513openalex-snapshot
Undrained bearing capacity factors for conical footings on clay
inferred← citeshttps://doi.org/10.1680/geot.2005.55.6.435openalex-snapshot
Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay
inferred← citeshttps://doi.org/10.1680/geot.2007.00098openalex-snapshot
The undrained capacity of skirted strip foundations under combined loading
inferred← citeshttps://doi.org/10.1680/geot.2008.58.3.177openalex-snapshot
Effect of embedment on the undrained capacity of shallow foundations under general loading
inferred← citeshttps://doi.org/10.1680/grim.13.00011openalex-snapshot
Bearing capacity improvement of anisotropic sand ground
inferred← citeshttps://doi.org/10.1680/grim.2008.161.3.131openalex-snapshot
Electrochemical stabilisation for offshore model caissons
inferred← citeshttps://doi.org/10.1680/grim.2009.162.4.157openalex-snapshot
Electrokinetic strengthening of soft clay
inferred← citeshttps://doi.org/10.1680/ijpmg.11.00007openalex-snapshot
Failure mechanisms of skirted foundations in uplift and compression
inferred← citeshttps://doi.org/10.1680/jgeen.18.00116openalex-snapshot
The bearing capacity of a granular layer on clay
inferred← citeshttps://doi.org/10.1680/jgeot.15.p.026openalex-snapshot
Effects of preloading and consolidation on the uplift capacity of skirted foundations
inferred← citeshttps://doi.org/10.1680/jphmg.18.00091openalex-snapshot
Bearing capacity under increasing undrained shear strength
inferred← citeshttps://doi.org/10.1680/jphmg.24.00047openalex-snapshot
Investigation on the installation and monotonic uplift performance of bucket foundation in clay
inferred← citeshttps://doi.org/10.20868/upm.thesis.205openalex-snapshot
Estudio de la cimentación de cajones portuarios sobre banquetas de escollera
inferred← citeshttps://doi.org/10.2118/228234-msopenalex-snapshot
Addressing a Complex Seabed Depression Using Finite Element Modeling: Uncovering the Root Cause for Better Decision-Making in Offshore Restoration
inferred← citeshttps://doi.org/10.2208/jscej.2002.722_121openalex-snapshot
CENTRIFUGE MODEL TESTS AND ANALYSES ON VERTICAL BEARING CAPACITY OF EMBEDDED FOUNDATION
inferred← citeshttps://doi.org/10.2208/jscejc.63.797openalex-snapshot
EFFECT OF FABLIC ANISOTROPY OF FOUNDATIONS ON CYCLIC STRENGTH AND ITS EVALUATION
inferred← citeshttps://doi.org/10.2478/cee-2022-0064openalex-snapshot
Probabilistic Analysis of Strip Footings Using the Subset Simulation Approach and the Influence of Spatial Variability of Two Clay Layers
inferred← citeshttps://doi.org/10.2478/cee-2023-0069openalex-snapshot
Bearing Capacity Analysis of Floating Foundation Model in Homogeneous Very Soft Clay
inferred← citeshttps://doi.org/10.29252/nmce.3.3.20openalex-snapshot
Approximation of undrained bearing capacity of strip foundations on heterogeneous marine clay
inferred← citeshttps://doi.org/10.3130/aijt.21.99openalex-snapshot
NUMERICAL ANALYSIS ON BEARING CAPACITY OF PILED RAFT FOUNDATIONS
inferred← citeshttps://doi.org/10.3208/sandf.38.241openalex-snapshot
Deep Penetration of Shallow Foundations on Non-Homogeneous Soil
inferred← citeshttps://doi.org/10.3208/sandf.39.4_19openalex-snapshot
The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading
inferred← citeshttps://doi.org/10.3208/sandf.42.5_71openalex-snapshot
Bearing Capacity of Caisson Foundations on Normally Consolidated Clay
inferred← citeshttps://doi.org/10.3208/sandf.47.493openalex-snapshot
The Undrained Vertical Bearing Capacity of Skirted Foundations
inferred← citeshttps://doi.org/10.3208/sandf.50.645openalex-snapshot
Mechanical Behavior of Anisotropic Sand Ground Beneath Structures Subjected to Cyclic Loading Such as Wave Loading
inferred← citeshttps://doi.org/10.3311/ppci.2101openalex-snapshot
ANALYSES OF MULTI-EDGE FOOTINGS RESTED ON LOOSE AND DENSE SAND
inferred← citeshttps://doi.org/10.3390/app10134675openalex-snapshot
Bearing Capacity of Ring Foundations on Sand Overlying Clay
inferred← citeshttps://doi.org/10.3390/app12115353openalex-snapshot
Formulas for Uniaxial Capacities of Tetrapod Bucket Foundations Considering Group Effects in Undrained Clay
inferred← citeshttps://doi.org/10.3390/buildings15132231openalex-snapshot
Ultimate Bearing Capacity of Strip Foundations Adjacent to Heterogeneous and Anisotropic Slopes Based on the Meyerhof Theory
inferred← citeshttps://doi.org/10.3390/buildings15234386openalex-snapshot
Ultimate Bearing Capacity of Vertically Uniform Loaded Strip Foundations near Slopes Considering Heterogeneity, Anisotropy, and Intermediate Principal Stress Effects
inferred← citeshttps://doi.org/10.3390/pr11020529openalex-snapshot
Shear Strength Performance of Electrokinetic Geosynthetics Treated Soft Clay after Water Immersion
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.638-640.605openalex-snapshot
The Dynamic Finite Element Analysis for Gravitational Settling of a Sunken Ship in Soft Foundation
inferred← citeshttps://doi.org/10.4043/27703-msopenalex-snapshot
A Toolbox for Optimizing Geotechnical Design of Subsea Foundations
inferred← citeshttps://doi.org/10.5402/2011/560834openalex-snapshot
Laboratory Model Test on Improving the Properties of Soft Clay by Electrokinetics
inferred← citeshttps://doi.org/10.5703/1288284313387openalex-snapshot
Interpretation of Cone Penetration tests in Cohesive Soils
inferred← citeshttps://doi.org/10.7843/kgs.2011.27.10.025openalex-snapshot
Numerical Analysis on Bearing Capacity of a Suction Bucket in Clay
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