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An Experimental Study on the Microstructure Evolution of Soil under Lateral Consolidation Compression

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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/(sici)1096-9853(199710)21:10<687::aid-nag897>3.0.co;2-3openalex-snapshot
Deformation analysis of shallow penetration in clay
inferredcites →https://doi.org/10.1007/s10064-012-0436-5openalex-snapshot
Effect of driving long pre-stressed high-strength concrete pipe piles in alluvium and its mechanical behavior
inferredcites →https://doi.org/10.1007/s10706-015-9960-yopenalex-snapshot
Numerical Simulation of Soil Squeezing Effects of a Jacked Pipe Pile in Soft Foundation Soil and in Foundation Soil with an Underlying Gravel Layer
inferredcites →https://doi.org/10.1007/s11440-013-0215-xopenalex-snapshot
Application of a high-cycle accumulation model to the analysis of soil liquefaction around a vibrating pile toe
inferredcites →https://doi.org/10.1007/s11440-019-00817-7openalex-snapshot
DEM investigation of installation responses of jacked open-ended piles
inferredcites →https://doi.org/10.1007/s11440-019-00875-xopenalex-snapshot
A feasible approach to predicting time-dependent bearing performance of jacked piles from CPTu measurements
inferredcites →https://doi.org/10.1007/s11440-019-00911-wopenalex-snapshot
Soil compacting displacements for two jacked piles considering shielding effects
inferredcites →https://doi.org/10.1007/s11440-021-01190-0openalex-snapshot
Phenomenological fractional stress–dilatancy model for granular soil and soil-structure interface under monotonic and cyclic loads
inferredcites →https://doi.org/10.1016/0167-1987(87)90003-1openalex-snapshot
Deformation and compaction of elemental soil volumes and effects on mechanical soil properties
inferredcites →https://doi.org/10.1016/j.compgeo.2012.01.006openalex-snapshot
Eulerian finite element analysis of excess pore pressure generated by spudcan installation into soft clay
inferredcites →https://doi.org/10.1016/j.enggeo.2021.106284openalex-snapshot
Microstructure evolution of soft clay under consolidation loading
inferredcites →https://doi.org/10.1016/j.ijmecsci.2021.106598openalex-snapshot
Multiaxial stress-fractional plasticity model for anisotropically overconsolidated clay
inferredcites →https://doi.org/10.1016/j.ijplas.2017.12.001openalex-snapshot
Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential
inferredcites →https://doi.org/10.1016/j.sandf.2021.02.004openalex-snapshot
Analysis of microstructure and spatially dependent permeability of soft soil during consolidation deformation
inferredcites →https://doi.org/10.1016/s0958-9465(00)00061-5openalex-snapshot
Image analysis: a tool for the characterisation of hydration of cement in concrete – metrological aspects of magnification on measurement
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1995)121:7(535)openalex-snapshot
Study of Pile Driving by Finite-Element Method
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2001)127:1(55)openalex-snapshot
Prediction of Ground Movements due to Pile Driving in Clay
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2001)127:11(939)openalex-snapshot
Ground Response during Pile Driving
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2009)135:4(463)openalex-snapshot
Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000528openalex-snapshot
Shaft Capacity of Open-Ended Piles in Clay
inferredcites →https://doi.org/10.1061/jsfeaq.0001700openalex-snapshot
Heave and Lateral Movements due to Pile Driving
inferredcites →https://doi.org/10.1139/cgj-2015-0177openalex-snapshot
Field study of residual forces developed in pre-stressed high-strength concrete (PHC) pipe piles
inferredcites →https://doi.org/10.1557/proc-85-67openalex-snapshot
Analysis of Phases in Cement Paste using Backscattered Electron Images, Methanol Adsorption and Thermogravimetric Analysis
inferredcites →https://doi.org/10.1631/jzus.2007.a1380openalex-snapshot
Expansion of spherical cavity of strain-softening materials with different elastic moduli of tension and compression
inferredcites →https://doi.org/10.1680/geot.1979.29.2.113openalex-snapshot
Jacked piles in London Clay: a study of load transfer and settlement under working conditions
inferredcites →https://doi.org/10.1680/geot.1986.36.3.349openalex-snapshot
Cavity expansion in cohesive frictional soils
inferredcites →https://doi.org/10.1680/geot.1990.40.1.1openalex-snapshot
A theoretical study of pile heave
inferredcites →https://doi.org/10.1680/geot.2001.51.4.323openalex-snapshot
Undrained cavity expansion in modified Cam clay I: Theoretical analysis
inferredcites →https://doi.org/10.1680/geot.8.p.155openalex-snapshot
A numerical study of cone penetration in fine-grained soils allowing for consolidation effects
inferredcites →https://doi.org/10.1680/geot.9.t.028openalex-snapshot
Physical modelling of deformations around piling augers in clay
inferredcites →https://doi.org/10.3390/fractalfract5040152openalex-snapshot
Effect of Grain Size on Microscopic Pore Structure and Fractal Characteristics of Carbonate-Based Sand and Silicate-Based Sand
inferredcites →https://doi.org/10.3390/fractalfract6020076openalex-snapshot
Cyclic Mobilisation of Soil–Structure Interface in the Framework of Fractional Plasticity
inferredcites →https://doi.org/10.3390/jmse7040085openalex-snapshot
Laboratory Testing to Research the Micro-Structure and Dynamic Characteristics of Frozen–Thawed Marine Soft Soil
inferredcites →https://doi.org/10.3390/jmse8070490openalex-snapshot
Analytical Solution for Estimating Bearing Capacity of a Closed Soil Plug: Verification Using An On-Site Static Pile Test
inferredcites →https://doi.org/10.3390/jmse9070750openalex-snapshot
Variation in Micro-Pores during Dynamic Consolidation and Compression of Soft Marine Soil
inferredcites →https://doi.org/10.3390/ma15051817openalex-snapshot
Microstructural Variation of Clay during Land Subsidence and the Correlation between Macroscopic and Microscopic Parameters
inferredcites →https://doi.org/10.4028/www.scientific.net/amm.170-173.457openalex-snapshot
Mechanism Analysis and Experimental Study of Soil-Compacting by Silent Piling

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.4845397openalex-extracted
Computed Tomography Scanning Analysis of Dense Layer Pore Characteristics and Their Effect on Soil Water Infiltration
inferred← citeshttps://doi.org/10.1007/s10064-024-03734-6openalex-snapshot
Review on image-based non-destructive observation methods for soil meso-liquefaction process
inferred← citeshttps://doi.org/10.1007/s10706-024-02808-2openalex-snapshot
Strength and Deformation of Unsaturated Soil Contaminated with CH3COOH
inferred← citeshttps://doi.org/10.1007/s13762-024-06100-xopenalex-snapshot
Characteristics of pore size distribution in municipal waste contaminated clay based on soil-water characteristic curve
inferred← citeshttps://doi.org/10.1016/j.agwat.2024.109164openalex-snapshot
Straw return rearranges soil pore structure improving soil moisture memory in a maize field experiment under rainfed conditions
inferred← citeshttps://doi.org/10.1061/jcrgei.creng-1091openalex-snapshot
Freeze–Thaw Characteristics of Pb(II)-Contaminated Soil Stabilized Using NaOH- and Na 2 SiO 3 -Activated Geopolymer
inferred← citeshttps://doi.org/10.1680/jgeot.24.01146openalex-snapshot
A study of pore properties in reconstituted Lucera clay at states of the critical state framework
inferred← citeshttps://doi.org/10.3390/app14062419openalex-snapshot
Determining Effective Threshold Range of Image Pixel Values for Municipal Waste-Contaminated Clay
inferred← citeshttps://doi.org/10.3390/buildings15142386openalex-snapshot
One-Part Alkali-Activated Slag/Fly Ash for Soft Soil Stabilization: Freeze-Thaw Durability Assessment and Mechanism Elucidation
inferred← citeshttps://doi.org/10.3390/w16233433openalex-snapshot
Study on Deformation and Pore Water Pressure Characteristics of Diesel-Contaminated Soil After Thermal Desorption
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