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Some Recent Research on the Bearing Capacity of Foundations
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inferred← citeshttps://doi.org/10.2139/ssrn.4779041openalex-extracted
Study on the Safety Criteria and Standards of Foundation Bearing Capacity Based on the Upper-Bound Numerical Method
inferred← citeshttps://doi.org/10.1002/9781118601099.ch6openalex-snapshot
Reliability of a Shallow Foundation Footing
inferred← citeshttps://doi.org/10.1002/9781118648988.ch1openalex-snapshot
Origins and Topicality of a Concept
inferred← citeshttps://doi.org/10.1002/9781119056140.ch4openalex-snapshot
Shallow Foundations – Bearing Capacity
inferred← citeshttps://doi.org/10.1002/9781119375876.ch5openalex-snapshot
Design of Geosynthetic Reinforced Soil (GRS) Walls
inferred← citeshttps://doi.org/10.1002/bate.201800043openalex-snapshot
Bewertung von pseudo‐statischen Methoden zum Grundbruchwiderstand von Fundamenten unter seismischer Beanspruchung
inferred← citeshttps://doi.org/10.1002/cae.21791openalex-snapshot
SoFA: A matlab‐based educational software for the shallow foundation analysis and design
inferred← citeshttps://doi.org/10.1002/eqe.1182openalex-snapshot
Rocking isolation of low‐rise frame structures founded on isolated footings
inferred← citeshttps://doi.org/10.1002/eqe.3554openalex-snapshot
Probabilistic estimation of inelastic displacement demands in soil–structure interaction systems on cohesive soils
inferred← citeshttps://doi.org/10.1002/eqe.902openalex-snapshot
Performance evaluation of a nonlinear Winkler‐based shallow foundation model using centrifuge test results
inferred← citeshttps://doi.org/10.1002/nag.2885openalex-snapshot
Collapse loads for rectangular foundations by three‐dimensional upper bound limit analysis using radial point interpolation method
inferred← citeshttps://doi.org/10.1002/nag.3208openalex-snapshot
Climate‐adaptive design approach for embedded footing under extreme climate event
inferred← citeshttps://doi.org/10.1002/nag.3363openalex-snapshot
Oblique and eccentric bearing capacity of embedded strip footings using the method of rigorous characteristics
inferred← citeshttps://doi.org/10.1002/nag.3907openalex-snapshot
A FEM‐DEM Coupling Analysis on Bearing Capacity of Sandy Soil Foundation Considering Fabric Anisotropy
inferred← citeshttps://doi.org/10.1002/nag.502openalex-snapshot
Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model
inferred← citeshttps://doi.org/10.1002/nag.70434openalex-snapshot
Modeling Large‐Deformation Geotechnical Problems in Granular Soils: Integrating a Micromechanics‐Based Model With the Explicit Finite Element Method
inferred← citeshttps://doi.org/10.1002/nag.716openalex-snapshot
The variation of N γ with footing roughness using the method of characteristics
inferred← citeshttps://doi.org/10.1002/nag.931openalex-snapshot
Performance of seismically loaded shearwalls on nonlinear shallow foundations
inferred← citeshttps://doi.org/10.1002/nag.997openalex-snapshot
Application of statistical learning algorithms to ultimate bearing capacity of shallow foundation on cohesionless soil
inferred← citeshttps://doi.org/10.1002/nsg.70023openalex-snapshot
Using Vp$V_p$ and Vs$V_s$ to characterize the spatial extent of shear strengthening under a longleaf pine
inferred← citeshttps://doi.org/10.1002/stc.3127openalex-snapshot
A negative stiffness dynamic base absorber for seismic retrofitting of residential buildings
inferred← citeshttps://doi.org/10.1007/978-1-4615-3928-5_26openalex-snapshot
Ground Anchors and Soil Nails in Retaining Structures
inferred← citeshttps://doi.org/10.1007/978-1-4615-3928-5_4openalex-snapshot
Bearing Capacity of Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-3-030-01665-4_77openalex-snapshot
Reliability Analysis of Bearing Capacity of Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-3-030-01923-5_15openalex-snapshot
Effect of Shape and Depth of Shallow Foundations on Failure Mechanism and Wedge Angle of Sandy Soil
inferred← citeshttps://doi.org/10.1007/978-3-030-01923-5_3openalex-snapshot
Settlement of Surface Strip Foundation Resting on Soft Clay Subjected to Vertical Cyclic Load
inferred← citeshttps://doi.org/10.1007/978-3-030-64518-2_11openalex-snapshot
Influence of Load Inclination on Bearing Capacity of Footing Resting on Slope
inferred← citeshttps://doi.org/10.1007/978-3-030-77230-7_14openalex-snapshot
Investigation of Instantaneous Shear Failure in Pavement Subgrade Subjected to Superheavy Load Vehicle
inferred← citeshttps://doi.org/10.1007/978-3-030-97255-4_23openalex-snapshot
Applying an Efficient AI Approach for the Prediction of Bearing Capacity of Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-3-031-20172-1_1openalex-snapshot
Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading—A Review
inferred← citeshttps://doi.org/10.1007/978-3-031-43102-9_15openalex-snapshot
Limits of Current Design Approaches in the Analysis of Wind Turbine Foundations
inferred← citeshttps://doi.org/10.1007/978-3-031-43218-7_18openalex-snapshot
Use of Heuristic Regression Techniques in Stability Control of Cantilever Retaining Walls
inferred← citeshttps://doi.org/10.1007/978-3-031-77933-6_19openalex-snapshot
FELA Evaluation of Drained and Undrained Bearing Capacity Factors for Single and Multiple Strip Footings on Clay with Limited Depth
inferred← citeshttps://doi.org/10.1007/978-3-211-73366-0_13openalex-snapshot
The Random Finite Element Method (RFEM) in Bearing Capacity Analyses
inferred← citeshttps://doi.org/10.1007/978-3-319-61648-3_2openalex-snapshot
Pre-design Site Investigation for an Oil and Gas Facility in the Marginal Lands of the Nigerian Niger Delta Sub-region
inferred← citeshttps://doi.org/10.1007/978-3-319-61905-7_19openalex-snapshot
Numerical Check of the Meyerhof Bearing Capacity Equation for Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-3-319-61905-7_24openalex-snapshot
The Behaviour of Shallow Foundation Near Slope Under Inclined Loading
inferred← citeshttps://doi.org/10.1007/978-3-319-61931-6_12openalex-snapshot
Influence of Hydrologic Information on Shallow Foundation Design and Analysis in Arid Climates
inferred← citeshttps://doi.org/10.1007/978-3-319-90832-8_6openalex-snapshot
Seismic Design of Shallow and Deep Foundations
inferred← citeshttps://doi.org/10.1007/978-3-540-35724-7_30openalex-snapshot
The Role of Analysis in Non-Displacement Pile Design
inferred← citeshttps://doi.org/10.1007/978-3-642-31671-5_14openalex-snapshot
Centrifuge Modeling of Embedment Effects on Eccentrically Loaded Shallow Foundation on Sand
inferred← citeshttps://doi.org/10.1007/978-81-322-0757-3_77openalex-snapshot
Shallow Foundation Response Variability due to Parameter Uncertainty
inferred← citeshttps://doi.org/10.1007/978-81-322-2629-1_4openalex-snapshot
Standard Penetration Test
inferred← citeshttps://doi.org/10.1007/978-981-10-8016-6_87openalex-snapshot
Screw Plate Load Test in the Estimation of Allowable Bearing Capacity in Cohesive Soil Deposit
inferred← citeshttps://doi.org/10.1007/978-981-13-0125-4_54openalex-snapshot
Effect of Load Eccentricity on the Bearing Capacity of Ring Footings
inferred← citeshttps://doi.org/10.1007/978-981-13-3176-3_5openalex-snapshot
Geotechnical Investigation and Its Applications in Seismic Design of Structures
inferred← citeshttps://doi.org/10.1007/978-981-13-6713-7_55openalex-snapshot
Performance of ANN Model in Predicting the Bearing Capacity of Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-981-15-0886-8_31openalex-snapshot
Factors Influencing Transient Response of Shallow Strip Footing on Granular Soil Subjected to Vertical Pulse Load
inferred← citeshttps://doi.org/10.1007/978-981-15-2184-3_147openalex-snapshot
Calculation of Bearing Capacity Factors of Strip Footing Using the Nodebased Smoothed Finite Element Method (NS-FEM)
inferred← citeshttps://doi.org/10.1007/978-981-15-6086-6_84openalex-snapshot
Bearing Capacity of Piles in Non-homogeneous Clay Using Conic Programming
inferred← citeshttps://doi.org/10.1007/978-981-15-6090-3_44openalex-snapshot
Determination of Compacted Dense Sand Layer Thickness on Loose Sand Using Odemark’s Method for Design of Shallow Foundation
inferred← citeshttps://doi.org/10.1007/978-981-15-6233-4_1openalex-snapshot
Seismic Response of Shallow Strip Footing with Log-Spiral Failure Mechanism Using Limit Analysis
inferred← citeshttps://doi.org/10.1007/978-981-15-9399-4_18openalex-snapshot
Studying the Effect of Water Level for a River on the Shallow Foundation Near Riverbank
inferred← citeshttps://doi.org/10.1007/978-981-16-0053-1_1openalex-snapshot
An Effective Stress Framework for Bearing Capacity of Shallow Foundations in Unsaturated Soils
inferred← citeshttps://doi.org/10.1007/978-981-16-3383-6_41openalex-snapshot
Probabilistic Investigation on Seismic Bearing Capacity of Shallow Foundation on Unsaturated Fly Ash Deposit
inferred← citeshttps://doi.org/10.1007/978-981-16-3383-6_48openalex-snapshot
Ultimate Bearing Capacity of Strip Footing on Reinforced Embankment Using Upper Bound Limit Analysis
inferred← citeshttps://doi.org/10.1007/978-981-16-5669-9_29openalex-snapshot
Effect of Static Load Inclination on Settlement of Strip Footing Under Cyclic Excitations
inferred← citeshttps://doi.org/10.1007/978-981-16-6277-5_27openalex-snapshot
Effect of River Water Level on the Shallow Foundation Behavior with Two Slopes of Riverbank
inferred← citeshttps://doi.org/10.1007/978-981-16-6456-4_6openalex-snapshot
Bearing Capacity of Strip Footing Placed on Reinforced Cohesionless Soil Slope Using Conic Programming
inferred← citeshttps://doi.org/10.1007/978-981-16-6456-4_7openalex-snapshot
Optimizing the Bearing Capacity of Pile Foundation in Clay
inferred← citeshttps://doi.org/10.1007/978-981-16-7735-9_37openalex-snapshot
Numerical Investigation on Bearing Capacity of Rigid Footing on Sandy Soils Under Eccentrically Inclined Load
inferred← citeshttps://doi.org/10.1007/978-981-16-8185-1_5openalex-snapshot
Importance of the Geotechnical Variability in the Bearing Capacity of Shallow Foundations Through Random Fields
inferred← citeshttps://doi.org/10.1007/978-981-19-4739-1_21openalex-snapshot
Simulation of Load Bearing Capacity of a Single Pile in a Multi-layered Soil
inferred← citeshttps://doi.org/10.1007/978-981-19-6825-9_11openalex-snapshot
Application of Transparent Soil Modeling Technique to Investigate Pile Foundation
inferred← citeshttps://doi.org/10.1007/978-981-19-6998-0_31openalex-snapshot
Transient Response of Shallow Foundation Under Eccentric Static and Cyclic Load
inferred← citeshttps://doi.org/10.1007/978-981-19-6998-0_4openalex-snapshot
Analytical and Numerical Modelling of Combined Pile-Raft Foundation for Tall Wind Turbine in Various Soils
inferred← citeshttps://doi.org/10.1007/978-981-33-6346-5_41openalex-snapshot
Bearing Capacity of Eccentrically Loaded Circular Footing Supported on Reinforced Sand
inferred← citeshttps://doi.org/10.1007/978-981-33-6346-5_43openalex-snapshot
Seismic Bearing Capacity of Shallow Footing in Layered Soil
inferred← citeshttps://doi.org/10.1007/978-981-33-6346-5_45openalex-snapshot
Seismic Bearing Capacity of Strip Footing Embedded in Slope Situated Below Water Table
inferred← citeshttps://doi.org/10.1007/978-981-33-6466-0_21openalex-snapshot
UBC of Eccentrically Loaded Strip Foundation Resting on Geogrid Reinforced Sand
inferred← citeshttps://doi.org/10.1007/978-981-33-6564-3_46openalex-snapshot
Seismic Analysis of Vertical Geometric Irregular Building Considering Soil–Structure Interaction
inferred← citeshttps://doi.org/10.1007/978-981-33-6773-9_10openalex-snapshot
Statistical Investigation of the Robustness for the Optimization Algorithms
inferred← citeshttps://doi.org/10.1007/978-981-95-3301-5_10openalex-snapshot
Seismic Stability Analysis of Monopile in Layered Sand
inferred← citeshttps://doi.org/10.1007/978-981-95-4263-5_29openalex-snapshot
Meta-model Based Probabilistic Study of a Strip Footing Placed over a Spatially Varying Rock Mass
inferred← citeshttps://doi.org/10.1007/978-981-95-7952-5_8openalex-snapshot
Analysing the Response of T-Shaped Rectangular Footing on Sloping Ground Through Finite Element Simulation
inferred← citeshttps://doi.org/10.1007/978-981-95-8015-6_12openalex-snapshot
Prediction of Bearing Capacity of Shallow Foundations on Cohesive-Frictional Soils Using Artificial Neural Networks
inferred← citeshttps://doi.org/10.1007/978-981-95-8387-4_10openalex-snapshot
Metaheuristic Algorithms in Geotechnical Design: A Short Review on Optimising Shallow Foundations
inferred← citeshttps://doi.org/10.1007/978-981-96-1368-7_30openalex-snapshot
Implementation of Stochastic Method in Quantifying the Uncertainties Associated with Strip Footing Stability
inferred← citeshttps://doi.org/10.1007/978-981-96-1368-7_31openalex-snapshot
Reliability Analysis of Shallow Foundation
inferred← citeshttps://doi.org/10.1007/978-981-96-1554-4_3openalex-snapshot
Numerical Investigation of Strip Footing Interference on Saturated Foundation Medium
inferred← citeshttps://doi.org/10.1007/978-981-96-7775-7_18openalex-snapshot
Determination of Granular Sub-base Thickness in Flexible Road Pavement Using Pseudo-static Approach Under Seismic Condition
inferred← citeshttps://doi.org/10.1007/978-981-96-7791-7_1openalex-snapshot
Seismic Analysis of Monopile in Homogeneous Sand
inferred← citeshttps://doi.org/10.1007/978-981-96-7795-5_3openalex-snapshot
Effect of Sloping Angle and Setback Distance on the Bearing Capacity of a Square Foundation: A Numerical Based Approach
inferred← citeshttps://doi.org/10.1007/978-981-96-8532-5_5openalex-snapshot
Understanding the Effect of Soil Types in Bearing Capacity for Shallow Square Footings
inferred← citeshttps://doi.org/10.1007/978-981-97-1741-5_21openalex-snapshot
V–H Capacity Envelopes of Strip Footings on Cohesionless Soil Overlying Soft Rock Mass
inferred← citeshttps://doi.org/10.1007/978-981-99-9215-7_15openalex-snapshot
Comparative Study of Evaluations of Bearing Capacity Using Conventional Method and Finite Element Method
inferred← citeshttps://doi.org/10.1007/978-981-99-9722-0_146openalex-snapshot
Undrained Bearing Capacity of Strip Footing on Clayey Soil Subjected to Combined Eccentric and Inclined Loads
inferred← citeshttps://doi.org/10.1007/bf01424379openalex-snapshot
Bearing capacity of sand bases (discussion of construction specifications)
inferred← citeshttps://doi.org/10.1007/bf02336187openalex-snapshot
Calculation of the stability of noncohesive foundation beds under inclined loads
inferred← citeshttps://doi.org/10.1007/bf02516962openalex-snapshot
A compilation of cross-sections for the reaction (n, 2n) with 14 MeV neutrons for some important fusion reactor structural materials
inferred← citeshttps://doi.org/10.1007/bfb0020874openalex-snapshot
Simulating the behaviour of three dimensional reticular structures with both curved and straight elements
inferred← citeshttps://doi.org/10.1007/s00024-024-03644-4openalex-snapshot
Microzonation Through Seismic and Geotechnical Vulnerability Assessment: Recommendation of Foundation Selection Guidelines for the Srinagar Metropolitan Region
inferred← citeshttps://doi.org/10.1007/s00158-020-02528-0openalex-snapshot
Increasing the discriminatory power of bounding models using problem-specific knowledge when viewing design as a sequential decision process
inferred← citeshttps://doi.org/10.1007/s00254-006-0189-1openalex-snapshot
Effect of weathering on the geomechanical properties of andesite, Ankara – Turkey
inferred← citeshttps://doi.org/10.1007/s00366-018-00694-wopenalex-snapshot
Optimization of ANFIS with GA and PSO estimating α ratio in driven piles
inferred← citeshttps://doi.org/10.1007/s00500-019-04316-5openalex-snapshot
Optimum design of shallow foundation using evolutionary algorithms
inferred← citeshttps://doi.org/10.1007/s00521-012-1150-8openalex-snapshot
Determining ultimate bearing capacity of shallow foundations using a genetic programming system
inferred← citeshttps://doi.org/10.1007/s00521-013-1444-5openalex-snapshot
Estimation of ultimate loads of eccentric-inclined loaded strip footings rested on sandy soils
inferred← citeshttps://doi.org/10.1007/s00521-017-2916-9openalex-snapshot
The potential of nonparametric model in foundation bearing capacity prediction
inferred← citeshttps://doi.org/10.1007/s00603-024-03999-zopenalex-snapshot
Ultimate Bearing Capacity of Weak Foundations under Coal Pillars
inferred← citeshttps://doi.org/10.1007/s10035-005-0203-4openalex-snapshot
Ultimate bearing capacity of footings on coal ash
inferred← citeshttps://doi.org/10.1007/s10064-013-0540-1openalex-snapshot
Geotechnical map of Holocene alluvial soil deposits in the metropolitan area of Granada (Spain): a GIS approach
inferred← citeshttps://doi.org/10.1007/s10064-024-03722-wopenalex-snapshot
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests
inferred← citeshttps://doi.org/10.1007/s10064-024-04059-0openalex-snapshot
Response of isolated square footing on jointed rock mass under eccentric inclined loading
inferred← citeshttps://doi.org/10.1007/s10064-026-04794-6openalex-snapshot
GIS-based mapping of bearing capacity and liquefaction hazard for the Srinagar metropolitan region of Kashmir
inferred← citeshttps://doi.org/10.1007/s10518-016-9937-0openalex-snapshot
A numerical study on the seismic bearing capacity of shallow foundations
inferred← citeshttps://doi.org/10.1007/s10518-018-0409-6openalex-snapshot
Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests
inferred← citeshttps://doi.org/10.1007/s10706-004-9519-9openalex-snapshot
Seismic bearing capacity of shallow strip footings
inferred← citeshttps://doi.org/10.1007/s10706-006-9112-5openalex-snapshot
Behaviour of model footing on pond ash
inferred← citeshttps://doi.org/10.1007/s10706-007-9156-1openalex-snapshot
Efficacy of Cement-stabilized Fly Ash Cushion in Arresting Heave of Expansive Soils
inferred← citeshttps://doi.org/10.1007/s10706-008-9175-6openalex-snapshot
Interference of Multiple Strip Footings on Sand Using Small Scale Model Tests
inferred← citeshttps://doi.org/10.1007/s10706-012-9513-6openalex-snapshot
Bearing Capacity of Shallow Foundation on Two Clay Layers by Numerical Approach
inferred← citeshttps://doi.org/10.1007/s10706-016-0124-5openalex-snapshot
Bearing Capacity of Embedded Strip Footings on Cohesionless Soil Under Vertical and Horizontal Loads
inferred← citeshttps://doi.org/10.1007/s10706-018-0521-zopenalex-snapshot
Ultimate Bearing Capacity Prediction of Eccentrically Inclined Loaded Strip Footings
inferred← citeshttps://doi.org/10.1007/s10706-018-0645-1openalex-snapshot
Finite Element Evaluation of Vertical Bearing Capacity Factors $$N_{c}^{\prime }$$ N c ′ , $$N_{q}^{\prime }$$ N q ′ and $$N_{\gamma }^{\prime }$$ N γ ′ for Ring Footings
inferred← citeshttps://doi.org/10.1007/s10706-018-0694-5openalex-snapshot
Study of the Bearing Capacity of Closely Spaced Square Foundations on Granular Soils
inferred← citeshttps://doi.org/10.1007/s10706-019-00866-5openalex-snapshot
Pseudo-Static Bearing Capacity Analysis of Shallow Strip Footing over Two-Layered Soil Considering Punching Shear Failure
inferred← citeshttps://doi.org/10.1007/s10706-019-01127-1openalex-snapshot
Undrained Bearing Capacity of Strip Footings Under Inclined Load on Non-homogeneous Clay Underlain by a Rough Rigid Base
inferred← citeshttps://doi.org/10.1007/s10706-020-01676-wopenalex-snapshot
Effect of Load Inclination on the Bearing Capacity of Jointed Rock Foundations
inferred← citeshttps://doi.org/10.1007/s10706-021-02002-8openalex-snapshot
Numerical Investigation of the Bearing Capacity of Strip and Rectangular Shallow Footings on Cohesive Frictional Soils Under Eccentric Loads
inferred← citeshttps://doi.org/10.1007/s10706-022-02061-5openalex-snapshot
Effect of Love Wave Propagation on the Equivalent Seismic Bearing Capacity of Shallow Foundations Using 3D Coulomb Failure Mechanism
inferred← citeshttps://doi.org/10.1007/s10706-022-02129-2openalex-snapshot
Bearing Capacity of Cylindrical Caissons in Cohesive-Frictional Soils Using Axisymmetric Finite Element Limit Analysis
inferred← citeshttps://doi.org/10.1007/s10706-022-02191-wopenalex-snapshot
Numerical Study of the Bearing Capacity for Plane-strain Footings on Sand Overlying Clay Soils Subjected to Non-eccentric Inclined Loadings
inferred← citeshttps://doi.org/10.1007/s10706-022-02308-1openalex-snapshot
A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands Implementing the Fabric Tensor
inferred← citeshttps://doi.org/10.1007/s10706-023-02397-6openalex-snapshot
Influence of the Presence of an Interbedded Weak Clay Layer on Ultimate Bearing Capacity of Sandy Soil Using AFELA and MARS
inferred← citeshttps://doi.org/10.1007/s10706-024-02766-9openalex-snapshot
Uncertainty-Aware Prediction of Bearing Capacity of Shallow Foundations Resting on Cohesionless Soils Using Bayesian Regression
inferred← citeshttps://doi.org/10.1007/s10706-024-02863-9openalex-snapshot
Artificial Intelligence for Bearing Capacity Evaluation of Shallow Foundation: an Overview
inferred← citeshttps://doi.org/10.1007/s10706-024-02945-8openalex-snapshot
Reliability-Based Design for Strip-Footing Subjected to Inclined Loading Using Hybrid LSSVM ML Models
inferred← citeshttps://doi.org/10.1007/s10706-024-03053-3openalex-snapshot
Bearing Capacity of Strip Footings on Slopes Under Eccentric and Inclined Loads
inferred← citeshttps://doi.org/10.1007/s10706-025-03155-6openalex-snapshot
Hybrid XGBoost–FELA Approach for Bearing Capacity of Rectangular Foundations on Slopes
inferred← citeshttps://doi.org/10.1007/s10706-025-03466-8openalex-snapshot
Automated Settlement Prediction of Shallow Foundations Using Pushed-in PENCEL Pressuremeter Data and Briaud’s Method: A Python Framework
inferred← citeshttps://doi.org/10.1007/s10706-025-03489-1openalex-snapshot
Rigorous Solution of the Deep Foundation Bearing Capacity Problem using Numerical Limit Analysis
inferred← citeshttps://doi.org/10.1007/s11069-017-2897-0openalex-snapshot
Numerical analysis under seismic loads of soils improvement with floating stone columns
inferred← citeshttps://doi.org/10.1007/s11204-010-9092-6openalex-snapshot
Application of the ZEL method in the prediction of foundation bearing capacity considering the stress level effect
inferred← citeshttps://doi.org/10.1007/s11204-017-9450-8openalex-snapshot
Inclination Factors for Strip Footings on Non-Homogeneous Clay
inferred← citeshttps://doi.org/10.1007/s11204-019-09580-zopenalex-snapshot
Experimental Investigation of Interference Between Adjacent Footings on Layered Cohesionless Soil
inferred← citeshttps://doi.org/10.1007/s11204-023-09846-7openalex-snapshot
Inclination Factors for Bearing Capacity of Strip Footings on Sheet Pile Reinforced Slopes
inferred← citeshttps://doi.org/10.1007/s11440-008-0058-zopenalex-snapshot
Upper bound solutions of bearing capacity of strip footing by pseudo-dynamic approach
inferred← citeshttps://doi.org/10.1007/s11440-010-0122-3openalex-snapshot
Bearing capacity factor, N γ , for unsaturated soils by ZEL method
inferred← citeshttps://doi.org/10.1007/s11440-021-01421-4openalex-snapshot
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method
inferred← citeshttps://doi.org/10.1007/s11440-022-01609-2openalex-snapshot
Seismic bearing capacity of foundations on sloping ground using power-type yield criteria
inferred← citeshttps://doi.org/10.1007/s11440-024-02486-7openalex-snapshot
Lateral capacity and failure mechanisms of skirted foundation resting on slopes
inferred← citeshttps://doi.org/10.1007/s11440-025-02582-2openalex-snapshot
Influence of fluctuating groundwater level on settlement and load carrying behavior of piled raft using centrifuge tests
inferred← citeshttps://doi.org/10.1007/s11440-025-02651-6openalex-snapshot
Analysis of the effect of pullout rate on the tensile capacity of suction caisson anchors in sand using a three-dimensional displacement method
inferred← citeshttps://doi.org/10.1007/s11440-026-02940-8openalex-snapshot
Centrifuge modeling to investigate the axial behavior of multi-helix piles with varied helix spacing in sand
inferred← citeshttps://doi.org/10.1007/s11709-014-0242-1openalex-snapshot
Shallow foundation response variability due to soil and model parameter uncertainty
inferred← citeshttps://doi.org/10.1007/s11709-021-0698-8openalex-snapshot
Reliability assessment of three-dimensional bearing capacity of shallow foundation using fuzzy set theory
inferred← citeshttps://doi.org/10.1007/s11709-021-0708-xopenalex-snapshot
Bearing and uplift capacities of under-reamed piles in soft clay underlaid by stiff clay using lower-bound finite element limit analysis
inferred← citeshttps://doi.org/10.1007/s11709-021-0768-yopenalex-snapshot
Effect of interface adhesion factor on the bearing capacity of strip footing placed on cohesive soil overlying rock mass
inferred← citeshttps://doi.org/10.1007/s11709-023-0957-yopenalex-snapshot
Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined loading considering different stratum features
inferred← citeshttps://doi.org/10.1007/s11771-007-0139-4openalex-snapshot
Seismic ultimate bearing capacity of strip footings on slope
inferred← citeshttps://doi.org/10.1007/s11803-012-0140-2openalex-snapshot
Effect of nonlinear soil-structure interaction on seismic response of low-rise SMRF buildings
inferred← citeshttps://doi.org/10.1007/s11803-022-2114-3openalex-snapshot
Seismic bearing capacity of strip footing on partially saturated soil using modal response analysis
inferred← citeshttps://doi.org/10.1007/s11831-013-9087-3openalex-snapshot
Implicit Numerical Integration of Nonsmooth Multisurface Yield Criteria in the Principal Stress Space
inferred← citeshttps://doi.org/10.1007/s11831-024-10113-7openalex-snapshot
The Effect of Loading Inclination and Eccentricity on the Bearing Capacity of Shallow Foundations: A Review
inferred← citeshttps://doi.org/10.1007/s11831-024-10184-6openalex-snapshot
The Effect of Footing Shape on the Bearing Capacity of Shallow Foundations: A Review
inferred← citeshttps://doi.org/10.1007/s12205-012-1473-0openalex-snapshot
Stress level based bearing capacity of foundations: Verification of results with 131 case studies
inferred← citeshttps://doi.org/10.1007/s12205-012-1651-0openalex-snapshot
Prediction of ultimate bearing capacity of shallow foundations on cohesionless soils: An evolutionary approach
inferred← citeshttps://doi.org/10.1007/s12205-013-0406-xopenalex-snapshot
Model studies of bearing capacity of strip footing on sand slope
inferred← citeshttps://doi.org/10.1007/s12205-022-1524-0openalex-snapshot
Field Experiments on Load-Settlement Behaviors of Lightweight Foamed Soft Ground
inferred← citeshttps://doi.org/10.1007/s12517-014-1581-xopenalex-snapshot
Probabilistic-based assessment of the bearing capacity of shallow foundations
inferred← citeshttps://doi.org/10.1007/s12517-019-4644-1openalex-snapshot
Nomographs for predicting allowable bearing capacity and elastic settlement of shallow foundation on granular soil
inferred← citeshttps://doi.org/10.1007/s12517-019-4868-0openalex-snapshot
Interference of two closely spaced footings embedded in unreinforced and reinforced soil medium: a finite element approach using ABAQUS
inferred← citeshttps://doi.org/10.1007/s12517-021-08090-3openalex-snapshot
The implementation of improved radial movement optimization to calculate the ultimate bearing capacity of strip footing on unsaturated soil under inclined loading
inferred← citeshttps://doi.org/10.1007/s12517-021-08619-6openalex-snapshot
Ultimate bearing capacity of a strip foundation near slopes based on the unified strength theory
inferred← citeshttps://doi.org/10.1007/s12517-022-09535-zopenalex-snapshot
A comprehensive probabilistic investigation on bearing behavior of unsaturated fly ash deposits
inferred← citeshttps://doi.org/10.1007/s12517-022-10503-wopenalex-snapshot
Effect of the circular cavity on the undrained bearing capacity of shallow strip footing
inferred← citeshttps://doi.org/10.1007/s12517-023-11468-0openalex-snapshot
Evaluation of equations for the determination of the ultimate bearing capacity of shallow foundation in cohesionless soils
inferred← citeshttps://doi.org/10.1007/s12517-023-11759-6openalex-snapshot
Behavior of skirted foundations under vertical load by numerical and physical modeling methods
inferred← citeshttps://doi.org/10.1007/s12517-024-11976-7openalex-snapshot
Bearing capacity of shallow foundations: a focus on the depth factors in combination with the respective N-factors
inferred← citeshttps://doi.org/10.1007/s12517-024-12103-2openalex-snapshot
Impact of the thin weak layer on the interaction of closely spaced shallow foundations resting on sand bed
inferred← citeshttps://doi.org/10.1007/s13344-020-0071-zopenalex-snapshot
Penetration Resistance of Skirt-Tip with Rough Base for Suction Caissons in Clay
inferred← citeshttps://doi.org/10.1007/s13369-012-0293-3openalex-snapshot
Effect of Foundation Size and Roughness on the Bearing Capacity Factor, N γ , by Stress Level-Based ZEL Method
inferred← citeshttps://doi.org/10.1007/s13369-017-2490-6openalex-snapshot
Comparison Analysis of Bearing Capacity Approaches for the Strip Footing on Layered Soils
inferred← citeshttps://doi.org/10.1007/s13369-023-07979-3openalex-snapshot
Interacting Footings on Geo-Reinforced Soils: A State-of-the-Art Review
inferred← citeshttps://doi.org/10.1007/s40091-015-0092-7openalex-snapshot
Response analysis of a nuclear containment structure with nonlinear soil–structure interaction under bi-directional ground motion
inferred← citeshttps://doi.org/10.1007/s40098-016-0211-9openalex-snapshot
Dynamic Bearing Capacity of Shallow Foundation Under Earthquake Force
inferred← citeshttps://doi.org/10.1007/s40098-017-0270-6openalex-snapshot
Performance of Multi-Edge Skirted Footings Resting on Sand
inferred← citeshttps://doi.org/10.1007/s40098-021-00546-3openalex-snapshot
Performance of Geosynthetic Reinforced Shallow Foundations
inferred← citeshttps://doi.org/10.1007/s40098-023-00797-2openalex-snapshot
Application of Artificial Intelligence Techniques to Predict Strip Foundation Capacity Near Slope Surfaces
inferred← citeshttps://doi.org/10.1007/s40098-023-00861-xopenalex-snapshot
Application of Regression Techniques for Bearing Capacity Prediction in Aizawl
inferred← citeshttps://doi.org/10.1007/s40098-024-00969-8openalex-snapshot
Bearing Pressure Assessment of Shallow Foundation on Coal Mine Overburden Dump with Spatial Variability Considerations
inferred← citeshttps://doi.org/10.1007/s40098-025-01390-5openalex-snapshot
Failure Envelopes for Skirted Foundations Installed in Non-homogeneous Clay with a Rigid Base Under Combined Loadings
inferred← citeshttps://doi.org/10.1007/s40098-025-01397-yopenalex-snapshot
Effect of Eccentric Loadings on the Bearing Capacity of Strip Footing Located on Multi-Layered Soil Mass with a Weak Layer: An Experimental and Numerical Study
inferred← citeshttps://doi.org/10.1007/s40098-025-01414-0openalex-snapshot
Parametric Study for Optimal Configuration of Anchor Based on Nonlinear Soil–Anchor Interaction Analysis under Static and Dynamic Loads
inferred← citeshttps://doi.org/10.1007/s40098-026-01628-wopenalex-snapshot
Modified Limit Equilibrium Approach for Bearing Capacity of Foundations Near Slopes Using Optimized Triangular Slices
inferred← citeshttps://doi.org/10.1007/s40515-020-00133-8openalex-snapshot
Bearing Capacity of Strip Footing on Hoek-Brown Rock Mass Subjected to Eccentric and Inclined Loading
inferred← citeshttps://doi.org/10.1007/s40515-021-00181-8openalex-snapshot
A Case Study on Unreinforced and Geogrid-Reinforced Working Platform Design by Finite Element Method
inferred← citeshttps://doi.org/10.1007/s40515-021-00201-7openalex-snapshot
Effects of Soil Test Variability in the Bearing Capacity of Shallow Foundations
inferred← citeshttps://doi.org/10.1007/s40515-022-00243-5openalex-snapshot
Design Charts for Geogrid-Reinforced Granular Working Platform for Heavy Tracked Plants over Clay Subgrade
inferred← citeshttps://doi.org/10.1007/s40515-022-00272-0openalex-snapshot
Failure Envelopes for Strip Footings on Sand Overlying Non-homogeneous Clay Under Combined Loading
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