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Interpretation of the loading–wetting behaviour of compacted soils within the “MPK” framework. Part II: Dynamic compaction
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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An effective stress based numerical model for hydro-mechanical analysis in unsaturated porous media
inferredcites →https://doi.org/10.1016/j.clay.2006.01.005openalex-snapshot
Hydro-mechanical response of a bentonite pellets/powder mixture upon infiltration
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An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities
inferredcites →https://doi.org/10.1016/s0013-7952(99)00079-4openalex-snapshot
Modelling the mechanical behaviour of expansive clays
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1990)116:12(1811)openalex-snapshot
Water Content‐Density Criteria for Compacted Soil Liners
inferredcites →https://doi.org/10.1061/jsfeaq.0001181openalex-snapshot
Air Permeability of Compacted Cohesive Soils
inferredcites →https://doi.org/10.1139/cgj-2014-0316openalex-snapshot
Interpretation of the loading–wetting behaviour of compacted soils within the “MPK” framework. Part I: Static compaction
inferredcites →https://doi.org/10.1139/t07-112openalex-snapshot
A new modelling approach for unsaturated soils using independent stress variables
inferredcites →https://doi.org/10.1139/t2012-084openalex-snapshot
New framework for volumetric constitutive behaviour of compacted unsaturated soils
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Geomorphology of the Melbourne region
inferredcites →https://doi.org/10.1520/gtj11418openalex-snapshot
Collapse Behavior of Compacted Clays in Suction-Controlled Triaxial Tests
inferredcites →https://doi.org/10.1680/geot.11.p.134openalex-snapshot
Compacted soil behaviour: initial state, structure and constitutive modelling
inferredcites →https://doi.org/10.1680/geot.1971.21.3.245openalex-snapshot
Experimental Relationship Between Swell Pressure and Suction
inferredcites →https://doi.org/10.1680/geot.1990.40.3.405openalex-snapshot
A constitutive model for partially saturated soils
inferredcites →https://doi.org/10.1680/geot.1995.45.1.35openalex-snapshot
An elasto-plastic critical state framework for unsaturated soil
inferredcites →https://doi.org/10.1680/geot.2000.50.4.359openalex-snapshot
Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression
inferredcites →https://doi.org/10.1680/geot.2003.53.1.105openalex-snapshot
Modelling the variation of degree of saturation in a deformable unsaturated soil
inferredcites →https://doi.org/10.1680/geot.2003.53.1.123openalex-snapshot
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
inferredcites →https://doi.org/10.1680/geot.2003.53.1.41openalex-snapshot
Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils
inferredcites →https://doi.org/10.1680/geot.2008.58.3.199openalex-snapshot
Compaction behaviour of clay
inferredcites →https://doi.org/10.4225/03/58b61cbf82156openalex-snapshot
A study of volumetric behaviour of compacted clayey soils in the void ratio, moisture ratio and net stress space
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Application of a Generalised MPK Model with Data Fusion Approaches for Landslide Risk Assessment
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Deviatoric behaviour of compacted unsaturated soils within ($${\varvec{q}},\boldsymbol{ }{{\varvec{v}}}_{\mathbf{w}},\boldsymbol{ }{\varvec{p}}$$) space—an experimental study
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Linking Soil Design and Quality Control of Compacted Soils Through an Improvement of the Acceptance Zone of the RAMCODES Methodology
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Unique Relationship Between Optimum Compaction Properties of Fine-Grained Soils Across Rational Compactive Efforts: A Validation Study
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Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy
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State Space Reconstruction of Suction Surfaces for Compacted Unsaturated Soils
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A model for estimating the PFD80 transportable moisture limit of iron ore fines
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Suitability of swelling and collapse theory proposed based on virgin compression surface
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Review of soil compaction: History and recent developments
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Swelling and collapse behavior of unsaturated expansive subgrades stabilized with recycled glass
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Major wetting behaviour of compacted unsaturated soils in road embankments using the MPK framework
inferred← citeshttps://doi.org/10.1051/e3sconf/20160917011openalex-snapshot
Prediction of wetting-induced volume change behaviour of compacted unsaturated soils in the context of the MPK framework
inferred← citeshttps://doi.org/10.1051/e3sconf/20199215008openalex-snapshot
A volumetric yield surface for compacted soils based on constant water content testing
inferred← citeshttps://doi.org/10.1051/geotech/2019001openalex-snapshot
Apport expérimental de la méthode de compactage statique des sols au laboratoire
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Interprétation des essais de sensibilité des sols compactés à l’imbibition d’après la méthode d’interprétation des essais de gonflement en parallèle
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Experimental feasibility study of ethylene-vinyl acetate copolymer (EVA) as cement stabilized soil curing agent
inferred← citeshttps://doi.org/10.1139/cgj-2014-0316openalex-snapshot
Interpretation of the loading–wetting behaviour of compacted soils within the “MPK” framework. Part I: Static compaction
inferred← citeshttps://doi.org/10.1139/cgj-2018-0230openalex-snapshot
Isotropic volumetric behaviour of compacted unsaturated soils within specific volume, specific water volume, mean net stress (v, vw, p) space
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