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Bearing capacity of plane-strain footings on layered soils

https://doi.org/10.1139/cgj-34-2-241
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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nag.1610060105openalex-snapshot
Numerical prediction of collapse loads using finite element methods
inferredcites →https://doi.org/10.1016/0148-9062(94)93053-8openalex-snapshot
Limit load in translational failure mechanisms for associative and non-associative materials
inferredcites →https://doi.org/10.1016/0266-352x(89)90004-9openalex-snapshot
Modeling of membrane action in a two-layer reinforced soil system
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1991)117:12(1941)openalex-snapshot
Bearing Capacity of Clay Overlain by Stiff Soil
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1995)121:5(421)openalex-snapshot
Bearing Capacity of Footings over Two-Layer Foundation Soils
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:8(699)openalex-snapshot
Discussion of “Bearing Capacity of Footings over Two-Layer Foundation Soils” by Radoslaw L. Michalowski and Lei Shi
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:8(701)openalex-snapshot
Closure to “Bearing Capacity of Footings over Two-Layer Foundation Soils” by Radoslaw L. Michalowski and Lei Shi
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1997)123:1(20)openalex-snapshot
Numerical Studies of Bearing-Capacity Factor N γ
inferredcites →https://doi.org/10.1139/t74-018openalex-snapshot
Ultimate Bearing Capacity of Footings on Sand Layer Overlying Clay
inferredcites →https://doi.org/10.1139/t80-030openalex-snapshot
Design charts for ultimate bearing capacity of foundations on sand overlying soft clay
inferredcites →https://doi.org/10.1139/t87-075openalex-snapshot
Analytical and model studies of reinforcement of a layer of granular fill on a soft clay subgrade
inferredcites →https://doi.org/10.1139/t89-084openalex-snapshot
Upper bound to bearing capacity of layered soils
inferredcites →https://doi.org/10.1201/9781315136615openalex-snapshot
Active and Passive Earth Pressure Tables
inferredcites →https://doi.org/10.1680/geot.1972.22.1.79openalex-snapshot
Force portante d'un sol sur une assise rigide (étude théorique
inferredcites →https://doi.org/10.1680/geot.1982.32.3.195openalex-snapshot
Computation of bearing capacity factors using finite elements
inferredcites →https://doi.org/10.1680/geot.1986.36.1.65openalex-snapshot
The strength and dilatancy of sands
inferredcites →https://doi.org/10.1680/geot.1990.40.4.541openalex-snapshot
Deep penetration of spud-can foundations on sand and clay
inferredcites →https://doi.org/10.1680/geot.1993.43.3.443openalex-snapshot
Limit load in translational failure mechanisms for associative and non-associative materials
inferredcites →https://doi.org/10.17863/cam.31169openalex-snapshot
Numerical analysis of incompressible and plastic solids using finite elements
inferredcites →https://doi.org/10.5287/ora-agb2xnep6openalex-snapshot
Finite element studies of reinforced and unreinforced two-layer soil systems
inferredcites →https://doi.org/10.5287/ora-kkxmeerk9openalex-snapshot
A large displacement finite element analysis of a reinforced unpaved road

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.4807992openalex-extracted
Bearing Capacity of Circular Footings and Suction Caisson on One- and Two-Layered Clay Under Vertical Loading
inferred← citeshttps://doi.org/10.1002/gete.202300020openalex-snapshot
Durchstanzen von Fundamenten auf einer Sandschicht über Ton: Berechnungsverfahren und Erkenntnisse aus numerischen Parameterstudien
inferred← citeshttps://doi.org/10.1007/978-94-010-9421-4_21openalex-snapshot
Application of the Kinematic Shakedown Theorem to Pavements Design
inferred← citeshttps://doi.org/10.1007/978-981-15-6090-3_14openalex-snapshot
Bearing Capacity Estimation of Shallow Foundations on Dense Sand Underlain by Loose Sand Strata Using Finite Elements Limit Analysis
inferred← citeshttps://doi.org/10.1007/978-981-15-9893-7_24openalex-snapshot
Failure Analysis of Strip Foundation on Layered Soil Under Static Loading
inferred← citeshttps://doi.org/10.1007/978-981-33-6466-0_37openalex-snapshot
Bearing Capacity Estimation of Shallow Foundations on Layered Sand Strata Using Finite Elements Analysis
inferred← citeshttps://doi.org/10.1007/978-981-33-6969-6_14openalex-snapshot
Influence of Micropiles on the Bearing Capacity of a Layered Soil System—A Numerical Study
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/s10706-008-9187-2openalex-snapshot
A Simple Limit Equilibrium Approach for Calculation of Ultimate Bearing Capacity of Shallow Foundations on Two-Layered Granular Soils
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/s10706-019-00896-zopenalex-snapshot
Eccentricity Effects on Bearing Capacity of Strip and Square Footings on Two-Layered Clay
inferred← citeshttps://doi.org/10.1007/s10706-019-01095-6openalex-snapshot
Shape Effects on Bearing Capacity of Footings on Two-Layered Clay
inferred← citeshttps://doi.org/10.1007/s10706-020-01466-4openalex-snapshot
Seismic Bearing Capacity of Shallow Strip Footings on Sand Deposits with Weak Inter-layer
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/s10706-022-02282-8openalex-snapshot
Assessment of the Optimal Ratio of By-product Slag or Traditional Crushed Aggregate in a Replacement Mixture for Soft Soil Improvement and Optimal Replacement Thickness
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/s11440-021-01153-5openalex-snapshot
Ultimate bearing capacity of two interfering strip footings on sand overlying clay
inferred← citeshttps://doi.org/10.1007/s11440-022-01701-7openalex-snapshot
Probabilistic analyses of three-dimensional circular footing resting on two-layer c–ϕ soil system considering soil spatial variability
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/s11771-012-1202-3openalex-snapshot
Design parameter optimization of beam foundation on soft soil layer with nonlinear finite element
inferred← citeshttps://doi.org/10.1007/s12517-021-07679-yopenalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s40098-021-00546-3openalex-snapshot
Performance of Geosynthetic Reinforced Shallow Foundations
inferred← citeshttps://doi.org/10.1007/s40098-024-01006-4openalex-snapshot
Numerical Investigation Study on the Performance of Strip Footing Under Eccentric Loading Condition Embedded in Nonhomogeneous Clay Soils
inferred← citeshttps://doi.org/10.1007/s40098-024-01139-6openalex-snapshot
Influence of Desiccation on Bearing Pressure–Settlement Behavior of Circular Footings on Granular Bed Overlying Nonhomogeneous Ground
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/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/s40515-022-00233-7openalex-snapshot
A New Approach to Estimate Bearing Capacity of Strip Footings on Geogrid-Stabilised Granular Layer over Clay
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
inferred← citeshttps://doi.org/10.1007/s40948-020-00189-3openalex-snapshot
Slope stability analysis using deterministic and probabilistic approaches for poorly defined stratigraphies
inferred← citeshttps://doi.org/10.1007/s40996-018-0127-yopenalex-snapshot
Static and Seismic Bearing Capacity of Strip Footings on Sand Overlying Clay Soils
inferred← citeshttps://doi.org/10.1007/s40999-016-0067-5openalex-snapshot
Bearing Capacity of Strip Footings Resting on Granular Soil Overlying Soft Clay
inferred← citeshttps://doi.org/10.1007/s41024-025-00640-6openalex-snapshot
Sustainable soil stabilization using colemanite: experimental and numerical analysis of sandy soils for improved geotechnical properties
inferred← citeshttps://doi.org/10.1016/j.compgeo.2007.06.003openalex-snapshot
Bearing capacity of shallow foundations on rocks obeying a modified Hoek–Brown failure criterion
inferred← citeshttps://doi.org/10.1016/j.compgeo.2008.07.002openalex-snapshot
ANN-based model for predicting the bearing capacity of strip footing on multi-layered cohesive soil
inferred← citeshttps://doi.org/10.1016/j.compgeo.2008.10.001openalex-snapshot
Upper-bound multi-rigid-block solutions for bearing capacity of two-layered soils
inferred← citeshttps://doi.org/10.1016/j.compgeo.2009.01.009openalex-snapshot
The effect of the intermediate principal stress on the ultimate bearing capacity of a foundation on rock masses
inferred← citeshttps://doi.org/10.1016/j.compgeo.2012.05.012openalex-snapshot
Numerical study of spudcan penetration in loose sand overlying clay
inferred← citeshttps://doi.org/10.1016/j.compgeo.2015.05.018openalex-snapshot
Bearing capacity of strip footings on two-layered clay under combined loading
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103101openalex-snapshot
Bearing capacity of strip footings on layered sands
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103147openalex-snapshot
Simulating realistic geological stratigraphy using direction-dependent coupled Markov chain model
inferred← citeshttps://doi.org/10.1016/j.compgeo.2019.103151openalex-snapshot
Ultimate bearing capacity of vertically loaded strip footings on sand overlying clay
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104540openalex-snapshot
Theoretical studies and applications of an upper-bound stability analysis method based on the failure mode of inclined slices
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2016.04.137openalex-snapshot
Modelling stress distribution in substructure of French conventional railway tracks
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2020.121370openalex-snapshot
Dynamic response of stabilized cinder subgrade during train passage
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2022.129095openalex-snapshot
Effect of isolated footing on fly ash subgrade reinforced with PET bottles: An experimental and analytical study
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.01.111openalex-snapshot
Stability of drilling rigs moving on a weak subsoil. Theoretical formulation and selected case studies
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112152openalex-snapshot
Stability analysis of heavy machinery moving on weak subsoil. Analytical solution
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2007.01.002openalex-snapshot
Influence of geosynthetic reinforcement on the load-settlement characteristics of two-layer subgrade
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2012.05.007openalex-snapshot
Large scale field tests on geogrid-reinforced granular fill underlain by clay soil
inferred← citeshttps://doi.org/10.1016/j.hbrcj.2014.07.004openalex-snapshot
Bearing capacity of circular footing resting on granular soil overlying soft clay
inferred← citeshttps://doi.org/10.1016/j.ijrmms.2005.03.002openalex-snapshot
Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion
inferred← citeshttps://doi.org/10.1016/j.jhydrol.2020.125700openalex-snapshot
Poroelastic theory of consolidation for a two-layer system with an upper unsaturated soil and a lower saturated soil under fully permeable boundary conditions
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.10.012openalex-snapshot
Hybrid deep learning and isogeometric analysis for bearing capacity assessment of sand over clay
inferred← citeshttps://doi.org/10.1016/j.jterra.2018.05.002openalex-snapshot
Interaction of a rigid beam resting on a strong granular layer overlying weak granular soil: Multi-methodological investigations
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2017.02.015openalex-snapshot
Vertical bearing capacity of bucket foundation in sand overlying clay
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118854openalex-snapshot
The upper-bound solution for vertical bearing capacity of the suction caisson in a three-layer soil seabed
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.120282openalex-snapshot
Bearing capacity of circular footings and suction caissons on one- and two-layered clay under vertical loading
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2026.126396openalex-snapshot
Study on the influence depth for vertical bearing capacity of bucket foundations in layered clay using lower-bound limit analysis
inferred← citeshttps://doi.org/10.1016/j.sandf.2015.09.008openalex-snapshot
Bearing capacity of a circular foundation on layered sand–clay media
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101167openalex-snapshot
Frequency Spectra Analysis of Vertical Stress in Ballasted Track Foundations: Influence of Train Configuration and Subgrade Depth
inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.101986openalex-snapshot
Validation of bearing capacity methods for working platforms with test and numerical data
inferred← citeshttps://doi.org/10.1051/matecconf/201925803010openalex-snapshot
Design Criterion of Reinforcement on Thick Soft Clay Foundations of Traditional Construction Method in Indonesia
inferred← citeshttps://doi.org/10.1061/(asce)0733-9410(1996)122:8(699)openalex-snapshot
Discussion of “Bearing Capacity of Footings over Two-Layer Foundation Soils” by Radoslaw L. Michalowski and Lei Shi
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2000)126:1(50)openalex-snapshot
Geomechanical Analysis of Unbound Pavements Based on Shakedown Theory
inferred← citeshttps://doi.org/10.1061/(asce)1532-3641(2002)2:2(205)openalex-snapshot
Deep Penetration of Strip and Circular Footings into Layered Clays
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000187openalex-snapshot
New Geometric Average Method for Calculation of Ultimate Bearing Capacity of Shallow Foundations on Stratified Sands
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000898openalex-snapshot
Model Uncertainty for Predicting the Bearing Capacity of Sand Overlying Clay
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000980openalex-snapshot
Bearing Capacity of Foundations with Inclusion of Dense Sand Layer over Loose Sand Strata
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001049openalex-snapshot
Pseudostatic Analysis of Shallow Strip Footing Resting on Two-Layered Soil
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002095openalex-snapshot
Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002418openalex-snapshot
Combined Load Behavior of Embedded Strip Footings in Layered Clays
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000158openalex-snapshot
Plate Load Tests on Cemented Soil Layers Overlaying Weaker Soil
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000400openalex-snapshot
Three-Dimensional Large Deformation FE Analysis of Square Footings in Two-Layered Clays
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002144openalex-snapshot
Circular-Plate Load Tests on Bounded Cemented Layers above Weak Cohesive-Frictional Soil
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002264openalex-snapshot
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions
inferred← citeshttps://doi.org/10.1061/41095(365)32openalex-snapshot
Performance of Reinforced Collapsible Soil
inferred← citeshttps://doi.org/10.1061/41165(397)35openalex-snapshot
Bearing Capacity of Embedded Strip Footings in Two-Layered Clay Soils
inferred← citeshttps://doi.org/10.1061/9780784483268.007openalex-snapshot
A New Bearing Capacity Design Method Using Multi-Axial Geogrid
inferred← citeshttps://doi.org/10.1061/ajrua6.0001016openalex-snapshot
Evaluation of Stress-Dependent Methods for the Punch-Through Capacity of Foundations in Clay with Sand
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-10889openalex-snapshot
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits
inferred← citeshttps://doi.org/10.1063/1.5062630openalex-snapshot
Numerical simulation of strip footing on sand for bearing capacity analyses
inferred← citeshttps://doi.org/10.1080/10641191003780831openalex-snapshot
Evaluation of Bearing Capacity for Multi-Layered Clay Deposits with Geosynthetic Reinforcement using Discrete Element Method
inferred← citeshttps://doi.org/10.1080/14680629.2025.2503333openalex-snapshot
A stress-deformation based algorithm for quasi-static designing unreinforced unpaved roads incorporating operational stabilities
inferred← citeshttps://doi.org/10.1080/19386362.2017.1314242openalex-snapshot
Behaviour of circular footing resting on layered foundation: sand overlying clay of varying strengths
inferred← citeshttps://doi.org/10.1108/jedt-09-2021-0493openalex-snapshot
Estimation of bearing capacity of shallow footings on layered sand using finite elements analysis
inferred← citeshttps://doi.org/10.11112/jksmi.2011.15.1.198openalex-snapshot
Behavior of Bearing Capacity for Shallow Foundation on a Sand overlying Clay Depending on Bearing Capacity Ratio
inferred← citeshttps://doi.org/10.1139/cgj-2017-0489openalex-snapshot
Bearing capacity of strip footings on sand over clay
inferred← citeshttps://doi.org/10.1139/cgj-36-5-793openalex-snapshot
Numerical and model studies of strip footing supported by a reinforced granular fill - soft soil system
inferred← citeshttps://doi.org/10.1139/cgj-37-4-882openalex-snapshot
Shakedown analysis of anisotropic asphalt concrete pavements with clay subgrade
inferred← citeshttps://doi.org/10.1139/t03-042openalex-snapshot
Bearing capacity of a sand layer on clay by finite element limit analysis
inferred← citeshttps://doi.org/10.1139/t05-069openalex-snapshot
Circular footings on a cemented layer above weak foundation soil
inferred← citeshttps://doi.org/10.1139/t2012-085openalex-snapshot
Numerical investigation of bearing capacity due to spudcan penetration in sand overlying clay
inferred← citeshttps://doi.org/10.1155/2020/3428395openalex-snapshot
Train Moving Load‐Induced Vertical Superimposed Stress at Ballasted Railway Tracks
inferred← citeshttps://doi.org/10.1155/2023/3560697openalex-snapshot
Estimating the Bearing Capacity of a Square Footing on a Geogrid-Stabilised Granular Layer over Clay Using the Finite Element Method
inferred← citeshttps://doi.org/10.12989/gae.2015.9.3.287openalex-snapshot
The bearing capacity of square footings on a sand layer overlying clay
inferred← citeshttps://doi.org/10.13189/cea.2021.091301openalex-snapshot
Evaluating the Effect of Embedment Depth on Collapse Failure Analysis of Strip Foundation
inferred← citeshttps://doi.org/10.1515/sgem-2015-0001openalex-snapshot
Bearing Capacity of the Working Platform with Kinematic Method
inferred← citeshttps://doi.org/10.1590/s1983-41952024000200014openalex-snapshot
Settlement monitoring and prediction towards an enhanced characterization of soil stratigraphy: a case study of a 23-story building
inferred← citeshttps://doi.org/10.1680/geot.14.p.242openalex-snapshot
Probabilistic identification of soil stratification
inferred← citeshttps://doi.org/10.1680/geot.2008.58.10.793openalex-snapshot
Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay
inferred← citeshttps://doi.org/10.1680/geot.8.p.077openalex-snapshot
Centrifuge model study of spudcan penetration in sand overlying clay
inferred← citeshttps://doi.org/10.1680/jcoma.18.00003openalex-snapshot
Construction and performance of jarofix waste material embankment
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/jgein.17.00008openalex-snapshot
Effects of aspect ratio of footings on bearing capacity for geogrid-reinforced sand over soft soil
inferred← citeshttps://doi.org/10.1680/jgein.23.00049openalex-snapshot
Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay
inferred← citeshttps://doi.org/10.1680/jgeot.14.p.242openalex-snapshot
Probabilistic identification of soil stratification
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.092openalex-snapshot
Subsurface deformation mechanisms beneath a flexible pavement using image correlation
inferred← citeshttps://doi.org/10.1680/jgeot.19.p.329openalex-snapshot
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes
inferred← citeshttps://doi.org/10.1680/jgere.21.00010openalex-snapshot
Settlement mechanism and improvement of thick silty sand layer overlying mud foundation
inferred← citeshttps://doi.org/10.1680/jgrim.18.00089openalex-snapshot
Bearing capacity of footings on an artificially cemented layer above weak foundation soil
inferred← citeshttps://doi.org/10.1680/jgrim.23.00009openalex-snapshot
Laboratory investigations of coupled polyethylene–sand–soft soil shallow foundations
inferred← citeshttps://doi.org/10.1680/jtran.16.00109openalex-snapshot
Routes for exceptional loads: a new soil mechanics perspective
inferred← citeshttps://doi.org/10.1680/pttc.65048.329openalex-snapshot
A Review of Working Platform Design
inferred← citeshttps://doi.org/10.1680/pttc.65048.335openalex-snapshot
Rigorous Design Of Thinner Working Platforms Stabilised By Multi-Axial Geogrid
inferred← citeshttps://doi.org/10.18256/2358-6508.2014.v1i1.591openalex-snapshot
ESTUDO NUMÉRICO DE FUNDAÇÕES SUPERFICIAIS SOBRE SISTEMA DE DUPLA CAMADA
inferred← citeshttps://doi.org/10.18400/tjce.1259495openalex-snapshot
Tabakalı Zeminlerdeki Yüzeysel Temel Davranışının Nümerik ve Analitik Olarak İncelenmesi
inferred← citeshttps://doi.org/10.21203/rs.3.rs-4135754/v1openalex-snapshot
Failure envelope and bearing capacity of a rigid ring footing on sand layer overlying stiff clay under eccentric loads
inferred← citeshttps://doi.org/10.21275/v4i11.nov151560openalex-snapshot
Bearing Capacity of Sand Overlying Clay
inferred← citeshttps://doi.org/10.21660/2024.117.g13272openalex-snapshot
BEARING CAPACITY ESTIMATION OF STRIP FOOTING ON TWO-LAYERED c-ϕ SOILS BASED ON THE RIGID PLASTIC FINITE ELEMENT METHOD
inferred← citeshttps://doi.org/10.2174/2210299x01666230912144929openalex-snapshot
Bearing Capacity of Skirted Ring Footing on Dense Sand Overlying Loose Sand
inferred← citeshttps://doi.org/10.2208/journalam.8.337openalex-snapshot
inferred← citeshttps://doi.org/10.24425/ace.2020.131811openalex-snapshot
Stability Analysis of Drilling Rigs Moving on a Weak Subsoil. Selected Case Studies
inferred← citeshttps://doi.org/10.24425/ace.2024.148934openalex-snapshot
Stability analysis of heavy machinery moving on weak subsoil. 3D FEM model vs. analytical models
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/ceer-2021-0002openalex-snapshot
Numerical Study of the Behaviour of a Circular Footing on a Layered Granular Soil Under Vertical and Inclined Loading
inferred← citeshttps://doi.org/10.2478/ceer-2022-0007openalex-snapshot
Ultimate Bearing Capacity of Strip Footing on Sand Underlain By Clay Under Inclined Load
inferred← citeshttps://doi.org/10.30684/etj.29.9.18openalex-snapshot
Determination of the Adequate Thickness of Granular Subbase Beneath Foundations
inferred← citeshttps://doi.org/10.3390/app10134675openalex-snapshot
Bearing Capacity of Ring Foundations on Sand Overlying Clay
inferred← citeshttps://doi.org/10.3390/app11072973openalex-snapshot
Load Bearing Capacity of Cohesive-Frictional Soils Reinforced with Full-Wraparound Geotextiles: Experimental and Numerical Investigation
inferred← citeshttps://doi.org/10.3390/buildings11020068openalex-snapshot
Numerical Analysis of Bearing Capacity of a Ring Footing on Geogrid Reinforced Sand
inferred← citeshttps://doi.org/10.3390/buildings14041164openalex-snapshot
Numerical Analysis of the Ultimate Bearing Capacity of Strip Footing Constructed on Sand-over-Clay Sediment
inferred← citeshttps://doi.org/10.33915/etd.2923openalex-snapshot
Weak floor stability in the Illinois Basin underground coal mines
inferred← citeshttps://doi.org/10.37308/effc-dfi-wptg-guide-e1-2020openalex-snapshot
EFFC/DFI Guide to Working Platforms
inferred← citeshttps://doi.org/10.37308/effc-dfi-wptg-guidee1-2025openalex-snapshot
EFFC/DFI Guide to Working Platforms - 2nd Edition
inferred← citeshttps://doi.org/10.37308/effc-dfi-wptg-guidee2-2025openalex-snapshot
EFFC/DFI Guide to Working Platforms - Second Edition
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.567.675openalex-snapshot
Assessment on Bearing Capacity of Two Clay Layers Soil Using COMSOL
inferred← citeshttps://doi.org/10.4172/2157-7617.1000264openalex-snapshot
Bearing Capacity Evaluation of Footing on a Layered‐Soil using ABAQUS
inferred← citeshttps://doi.org/10.4172/2168-9806.1000120openalex-snapshot
Bench Structural Integrity Modeling of Oil Sands for Optimum Cable Shovel Performance
inferred← citeshttps://doi.org/10.7843/kgs.2011.27.11.017openalex-snapshot
Characteristic of Bearing Capacity of Shallow Foundation upon Clay Ground Replaced by Sands Depending on Bearing Capacity Ratio
inferred← citeshttps://doi.org/10.7843/kgs.2016.32.7.35openalex-snapshot
Evaluation of Vertical Bearing Capacity of Bucket Foundations in Layered Soil by Using Finite Element Analysis
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