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Physical modeling in sand
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inferred← citeshttps://doi.org/10.2139/ssrn.4762013openalex-extracted
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inferred← citeshttps://doi.org/10.1007/s10035-009-0153-3openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10035-011-0305-0openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10035-021-01164-9openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s10035-025-01522-xopenalex-snapshot
Investigating the applicability of the state parameter-based scaling law for granular material using DEM
inferred← citeshttps://doi.org/10.1007/s10706-008-9227-yopenalex-snapshot
Collapse of a Model Strip Footing on Dense Sand Under Vertical Eccentric Loads
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inferred← citeshttps://doi.org/10.1007/s10706-019-01088-5openalex-snapshot
Local Scale Displacement Fields in Grains–Structure Interactions Under Cyclic Loading: Experiments and Simulations
inferred← citeshttps://doi.org/10.1007/s10706-025-03135-wopenalex-snapshot
Shaking Table Testing and Numerical Simulation of Raft-Framed Structures Intersecting Tunnel Systems
inferred← citeshttps://doi.org/10.1007/s11204-022-09770-2openalex-snapshot
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling
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Stability of containerized urban street trees
inferred← citeshttps://doi.org/10.1007/s11440-022-01471-2openalex-snapshot
Battered minipile response to low-frequency cyclic lateral loading in very dense sand
inferred← citeshttps://doi.org/10.1007/s11440-024-02250-xopenalex-snapshot
Lateral load-carrying mechanism of driven battered minipiles
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Responses of existing tunnel to adjacent deep excavation in sand-gravel mixtures
inferred← citeshttps://doi.org/10.1007/s12517-022-09649-4openalex-snapshot
Comparing the lateral behavior of drilled and postgrouted concrete pipe pile and driven pile in clay
inferred← citeshttps://doi.org/10.1007/s12665-023-10965-5openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s12665-025-12589-3openalex-snapshot
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inferred← citeshttps://doi.org/10.1007/s13369-019-04299-3openalex-snapshot
Behavior of Geotextile-Encased Single Stone Column in Soft Soils
inferred← citeshttps://doi.org/10.1007/s40098-018-0295-5openalex-snapshot
Local and Global Granular Mechanical Characteristics of Grain–Structure Interactions
inferred← citeshttps://doi.org/10.1007/s40098-023-00822-4openalex-snapshot
An Experimental Study on Staged Excavation Supported by Contiguous Pile Wall
inferred← citeshttps://doi.org/10.1007/s40098-024-00986-7openalex-snapshot
Model Tests and Numerical Modeling on Post-Grouting Effects of Steel Pipe Micropiles
inferred← citeshttps://doi.org/10.1007/s40098-025-01227-1openalex-snapshot
Effectiveness of the Outer Buttress Walls in Minimizing Displacements of Strut-Free Excavation: Physical and Numerical Modeling
inferred← citeshttps://doi.org/10.1007/s40098-026-01501-wopenalex-snapshot
Staged Excavation Response of Diaphragm Wall Reinforced with Single and Double-Layered Helical Anchors in Sand Backfill
inferred← citeshttps://doi.org/10.1007/s40515-023-00330-1openalex-snapshot
Investigation of the Scale Effect on the Static and Seismic Response of an Opened Ended Pipe Pile
inferred← citeshttps://doi.org/10.1007/s40891-020-00219-wopenalex-snapshot
Effect of the Geotextile Arrangement on the Bearing Capacity of a Strip Footing
inferred← citeshttps://doi.org/10.1016/j.apor.2019.101910openalex-snapshot
Effects of long-term cyclic horizontal loading on bucket foundations in saturated loose sand
inferred← citeshttps://doi.org/10.1016/j.coldregions.2011.06.007openalex-snapshot
Offshore pipeline protection against seabed gouging by ice: An overview
inferred← citeshttps://doi.org/10.1016/j.compgeo.2021.104250openalex-snapshot
Discrete element modelling of the 4-sided impact roller
inferred← citeshttps://doi.org/10.1016/j.compgeo.2023.105331openalex-snapshot
Numerical investigation of the performance of the 3-sided impact roller
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2017.04.030openalex-snapshot
Study of the collapse mechanism of shield tunnels due to the failure of segments in sandy ground
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2023.107856openalex-snapshot
The effects of excavating twin tunnels during cyclic loading on the progressive settlement of existing footing
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112814openalex-snapshot
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.117463openalex-snapshot
Coupled aero-hydro-geotech real-time hybrid simulation of offshore wind turbine monopile structures
inferred← citeshttps://doi.org/10.1016/j.geotexmem.2021.01.006openalex-snapshot
Three-dimensional numerical analysis of geocell reinforced shell foundations
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.04.019openalex-snapshot
Evaluating the response of piles subjected to static and multiple dynamic axial loads
inferred← citeshttps://doi.org/10.1016/j.jrmge.2017.12.007openalex-snapshot
Physical modeling of behaviors of cast-in-place concrete piled raft compared to free-standing pile group in sand
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.12.012openalex-snapshot
Stress disturbance induced by twin-tunneling in sandy ground considering soil arching effect
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.07.018openalex-snapshot
Large-scale model tests on inclined steel pipe pile retaining structures upon excavation
inferred← citeshttps://doi.org/10.1016/j.jrmge.2026.05.052openalex-snapshot
Ground deformation and soil arching in sandy soil induced by tunneling
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.108056openalex-snapshot
Mitigation of hunchbacked gravity quay wall displacement due to dynamic loading using shaking table tests
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2021.109643openalex-snapshot
Effects of embedment depth on the pullout capacity of bucket foundations in sand
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2025.120595openalex-snapshot
Large-scale multidirectional soil-foundation-structure interaction testing of renewable energy systems
inferred← citeshttps://doi.org/10.1016/j.rineng.2024.102975openalex-snapshot
Seismic response assessment of tapered piles in sandy soils: A numerical investigation
inferred← citeshttps://doi.org/10.1016/j.sandf.2012.11.024openalex-snapshot
Rapid pile load tests in the geotechnical centrifuge
inferred← citeshttps://doi.org/10.1016/j.sandf.2023.101323openalex-snapshot
A two-dimensional experimental study of active progressive failure of deeply buried Qanat tunnels in sandy ground
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106660openalex-snapshot
Centrifuge model tests at Zhejiang University for LEAP-Asia-2019 and validation of the generalized scaling law
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.107013openalex-snapshot
Effect of model scale on helical piles response established from shake table tests
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107487openalex-snapshot
A state parameter-based scaling law for centrifuge modelling
inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.100950openalex-snapshot
Blast response of cantilever retaining wall: Modes of wall movement
inferred← citeshttps://doi.org/10.1016/j.tust.2012.01.005openalex-snapshot
Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1g EPBS reduced scale model
inferred← citeshttps://doi.org/10.1016/j.tust.2020.103347openalex-snapshot
Experimental study on surface settlements induced by sequential excavation of two parallel tunnels in drained granular soil
inferred← citeshttps://doi.org/10.1016/j.tust.2024.105723openalex-snapshot
Experimental study on the progressive collapse mechanism of excavations retained by tied-back retaining systems
inferred← citeshttps://doi.org/10.1016/j.tust.2024.106326openalex-snapshot
Underground space in dry sand and effect of dredging on diaphragm wall using helical anchors − A model study
inferred← citeshttps://doi.org/10.1016/j.undsp.2025.04.002openalex-snapshot
Experimental and numerical study on the soil arching effect caused by deep-buried shield tunneling
inferred← citeshttps://doi.org/10.1051/matecconf/201825001019openalex-snapshot
Application of distributed optical fibre for shallow foundation
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(1999)125:7(566)openalex-snapshot
O-Cell Testing and FE Analysis of 28-m-Deep Barrette in Manila, Philippines
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2002)128:5(446)openalex-snapshot
Discussion of “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2003)129:2(183)openalex-snapshot
Discussion of “Axial Load Tests on Bored Piles and Pile Groups in Cemented Sands” by Nabil F. Ismael
inferred← citeshttps://doi.org/10.1061/(asce)1090-0241(2008)134:9(1327)openalex-snapshot
Rapid Pullout Test of Soil Nail
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002534openalex-snapshot
Pull-Out Response of a Laboratory-Scale Energy Pile Subjected to Cooling Cycles
inferred← citeshttps://doi.org/10.1061/(asce)ww.1943-5460.0000066openalex-snapshot
Seismic Displacement of Broken-Back Gravity Quay Walls
inferred← citeshttps://doi.org/10.1061/40743(142)15openalex-snapshot
Unified Design of Piled Foundations with Emphasis on Settlement Analysis
inferred← citeshttps://doi.org/10.1061/40902(221)18openalex-snapshot
Challenges and Solutions to Model-Scale Testing for Composite Deep Foundations for Existing Foundation Enhancement
inferred← citeshttps://doi.org/10.1061/9780784412084openalex-snapshot
Full-Scale Testing and Foundation Design
inferred← citeshttps://doi.org/10.1061/9780784412121.035openalex-snapshot
Framework for Scaling 1g Model Pile Tests for Offshore Wind Structures
inferred← citeshttps://doi.org/10.1061/9780784485736.068openalex-snapshot
Compaction Testing on Lunar Highland Simulant Using a Vibrating Drum Roller
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9524openalex-snapshot
Experimental and Numerical Study on the Seismic Response of a Surface Frame Structure–Soil–Double-Tunnel System
inferred← citeshttps://doi.org/10.1061/jaeeez.aseng-6822openalex-snapshot
Comparison of Compaction Techniques on Lunar Highland Regolith Simulant
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11324openalex-snapshot
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-12975openalex-snapshot
LS-DEM Guided Analysis of Geotechnical Tests: Exploring Strength Anisotropy and Stress Dependency
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14532openalex-snapshot
Modified Normalization Approach for Scaling of 1 g Model Tests of Laterally Loaded Rigid Piles in Sand
inferred← citeshttps://doi.org/10.1063/5.0286758openalex-snapshot
Scale law effect on model for footing rest on sand soil slope: A review
inferred← citeshttps://doi.org/10.1080/1064119x.2019.1679924openalex-snapshot
Self-expanded piles: A new approach to unconventional piles development
inferred← citeshttps://doi.org/10.1080/1064119x.2021.1894274openalex-snapshot
Introducing expandable mechanical plate anchors for onshore and offshore anchoring
inferred← citeshttps://doi.org/10.1080/19386362.2018.1427658openalex-snapshot
A laboratory study of the effect of piles asymmetric arrangement on the behavior of piled raft foundation in sand
inferred← citeshttps://doi.org/10.1080/19386362.2021.1999077openalex-snapshot
An experimental and numerical comparative study on the uplift capacity of single granular pile anchor and rough pile in sand
inferred← citeshttps://doi.org/10.1088/1757-899x/932/1/012052openalex-snapshot
Strain monitoring for shallow foundation using the application of Brillouin Optical Time Domain Analysis sensing system (BOTDA)
inferred← citeshttps://doi.org/10.1139/cgj-2012-0250openalex-snapshot
Offshore anchor piles under mooring forces: centrifuge modeling
inferred← citeshttps://doi.org/10.1139/cgj-2016-0284openalex-snapshot
Experimental study of the progressive collapse mechanism of excavations retained by cantilever piles
inferred← citeshttps://doi.org/10.1139/cgj-2016-0438openalex-snapshot
Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles
inferred← citeshttps://doi.org/10.1139/cgj-2019-0143openalex-snapshot
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles
inferred← citeshttps://doi.org/10.1139/cgj-2019-0296openalex-snapshot
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations
inferred← citeshttps://doi.org/10.1139/cgj-2020-0573openalex-snapshot
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry
inferred← citeshttps://doi.org/10.1139/cgj-2021-0072openalex-snapshot
Field study of group effects on the pullout capacity of “deep” helical piles in sand
inferred← citeshttps://doi.org/10.1139/cgj-2023-0573openalex-snapshot
Drag anchor behaviour in soft clay deposits: model investigation in transparent clay surrogate and analytical predictions
inferred← citeshttps://doi.org/10.1139/cgj-36-6-1202openalex-snapshot
Experimental study of axial behaviour of tapered piles: Discussion
inferred← citeshttps://doi.org/10.1139/cgj-38-3-530openalex-snapshot
An investigation of scaling and dimensional analysis of axially loaded piles
inferred← citeshttps://doi.org/10.1139/t05-068openalex-snapshot
An experimental study of the interaction of vertically loaded pile groups in sand
inferred← citeshttps://doi.org/10.1142/s2047684123500331openalex-snapshot
Three-dimensional finite element analysis of the effect of soil liquefaction on the seismic response of a single pile
inferred← citeshttps://doi.org/10.11606/t.18.1996.tde-02082024-113546openalex-snapshot
Análise de recalques de grupos de estacas escavadas de pequeno diâmetro através de provas de carga in situ e em modelos centrifugados
inferred← citeshttps://doi.org/10.1201/9780203882894.pt2openalex-snapshot
Rapid model pile load tests in the geotechnical centrifuge (1)
inferred← citeshttps://doi.org/10.1201/9780429438660-82openalex-snapshot
Capacity of vertical and horizontal plate anchors in sand under normal and shear loading
inferred← citeshttps://doi.org/10.1201/9781003078548-109openalex-snapshot
Modeling the stress fields in a Frustum Confining Vessel
inferred← citeshttps://doi.org/10.1201/noe0415415866.ch168openalex-snapshot
Earth pressure balanced shield method
inferred← citeshttps://doi.org/10.1201/noe9058096043.ch53openalex-snapshot
Laboratory characterization of Hostun RF sand at very low confining stresses
inferred← citeshttps://doi.org/10.14489/td.2025.01.pp.056-061openalex-snapshot
METHOD FOR CALIBRATION OF GEOECOLOGICAL MONITORING SYSTEMS BASED ON GEOELECTRIC METHODS OF GEODYNAMIC CONTROL
inferred← citeshttps://doi.org/10.1520/gtj20160042openalex-snapshot
Scaling Considerations for 1-g Model Horizontal Plate Anchor Tests in Sand
inferred← citeshttps://doi.org/10.1520/gtj20210129openalex-snapshot
Compressibility-Based Interpretation of Cone Penetrometer Calibration Chamber Tests and Corresponding Boundary Effects
inferred← citeshttps://doi.org/10.1520/gtj20250090openalex-snapshot
Development of an Arduino-Based Flow Control System for Precision Rainfall Simulation and Its Application to Experimental Study on Seepage Failure of Braced Excavation in Sandy-Gravel Mixed Strata
inferred← citeshttps://doi.org/10.1680/geng.2009.162.5.257openalex-snapshot
A field investigation of vertical footing response on sand
inferred← citeshttps://doi.org/10.1680/ijpmg.14.00038openalex-snapshot
Discussion: Evaluation of the bearing capacity of footings on slopes
inferred← citeshttps://doi.org/10.1680/jgeen.22.00246openalex-snapshot
Validation of an experimental system for testing monopiles
inferred← citeshttps://doi.org/10.1680/jgeot.18.p.302openalex-snapshot
Monopile rotation under complex cyclic lateral loading in sand
inferred← citeshttps://doi.org/10.1680/jgere.16.00021openalex-snapshot
Centrifuge tests on strip footings on sand with a weak layer
inferred← citeshttps://doi.org/10.21203/rs.3.rs-1201856/v1openalex-snapshot
Numerical Evaluation of The Nonlinear Behavior of Soil-Pile Interaction Under The Effect of Coupled Static-Dynamic Loads
inferred← citeshttps://doi.org/10.21203/rs.3.rs-3420884/v1openalex-snapshot
Bearing capacity of circular footing on sand: A critical state approach
inferred← citeshttps://doi.org/10.2139/ssrn.5490900openalex-snapshot
Staged Excavation Response of Sand-Filled Diaphragm Wall with Single and Double-layered Helical Anchors
inferred← citeshttps://doi.org/10.22215/etd/2012-06977openalex-snapshot
Evaluation of time-dependent pile capacity increase in soft clay
inferred← citeshttps://doi.org/10.23860/thesis-dietrich-fabian-2014openalex-snapshot
EVALUATION OF THEORETICAL CAPACITY MODELS FOR PLATE ANCHORS IN SAND IN RELATION TO FLOATING OFFSHORE WIND TURBINES
inferred← citeshttps://doi.org/10.25130/tjes.32.2.33openalex-snapshot
Seismic Response of Piled Foundations: A State-of-the-Art Review
inferred← citeshttps://doi.org/10.31026/j.eng.2023.10.01openalex-snapshot
Numerical Assessment of Pipe Pile Axial Response under Seismic Excitation
inferred← citeshttps://doi.org/10.3390/app10165492openalex-snapshot
Bi-Directional Static Load Tests of Pile Models
inferred← citeshttps://doi.org/10.3390/app11188423openalex-snapshot
Modified, Reliability-Based Robust Geotechnical Design Method, in Accordance with Eurocode 7
inferred← citeshttps://doi.org/10.3390/app14030990openalex-snapshot
Numerical Analysis of the Overtopping Failure of the Tailings Dam Model Based on Inception Similarity Optimization
inferred← citeshttps://doi.org/10.3390/app15042173openalex-snapshot
A Novel Strutless Double-Row Structure for Deep Excavation: Working Mechanism Study and Analysis
inferred← citeshttps://doi.org/10.3390/buildings16091759openalex-snapshot
Model Test-Based Study on Mechanical Mechanism and Design Countermeasures of Capping and Waler Beams During Progressive Collapse of Anchor-Supported Excavations
inferred← citeshttps://doi.org/10.3390/ma15093285openalex-snapshot
Laboratory Testing of Kinetic Sand as a Reference Material for Physical Modelling of Cone Penetration Test with the Possibility of Artificial Neural Network Application
inferred← citeshttps://doi.org/10.4028/www.scientific.net/amm.773-774.1535openalex-snapshot
Modelling of Clay Behaviour in Pile Loading Test Using One-Gravity Small-Scale Physical Model
inferred← citeshttps://doi.org/10.4233/uuid:a663c6e3-d811-4c74-8bfb-c79a52c073e6openalex-snapshot
On the modelling of piles in sand in the small geotechnical centrifuge
inferred← citeshttps://doi.org/10.4236/ojg.2017.78077openalex-snapshot
Study of Physical Modelling for Piles
inferred← citeshttps://doi.org/10.70675/8d9025f4z76daz4ce6za868zd6a8d60de8d6openalex-snapshot
Geomechanical behaviour of waste rock barricades and cemented paste backfills : experiments and modelling
inferred← citeshttps://doi.org/10.71548/8069openalex-snapshot
Experimental and analytical study of a frustum confining vessel
inferred← citeshttps://doi.org/10.7843/kgs.2016.32.12.69openalex-snapshot
Accumulated Rotations of Suction Bucket Foundations under Long-term Cyclic Loads in Dry Sandy Ground
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