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Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations

https://doi.org/10.1016/j.soildyn.2017.03.018

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What this work says

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

inferredcites →https://doi.org/10.1007/s10518-016-9968-6openalex-snapshot

Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations

inferredcites →https://doi.org/10.1016/j.sandf.2012.11.004openalex-snapshot

Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake

inferredcites →https://doi.org/10.1016/j.sandf.2015.10.005openalex-snapshot

Numerical simulation of centrifuge tests to evaluate the performance of desaturation by air injection on liquefiable foundation soil of light structures

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Stone columns as liquefaction countermeasure in non-plastic silty soils

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Liquefaction of Reclaimed Island in Kobe, Japan

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Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey

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Biological Considerations in Geotechnical Engineering

inferredcites →https://doi.org/10.1061/(asce)1090-0241(2006)132:2(258)openalex-snapshot

Degree of Saturation and Liquefaction Resistances of Sand Improved with Sand Compaction Pile

inferredcites →https://doi.org/10.1061/(asce)1090-0241(2007)133:4(372)openalex-snapshot

Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000179openalex-snapshot

Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil

inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000815openalex-snapshot

Liquefaction Response of Partially Saturated Sands. I: Experimental Results

inferredcites →https://doi.org/10.1139/cgj-2011-0250openalex-snapshot

Effects of capillary number, Bond number, and gas solubility on water saturation of sand specimens

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Centrifuge Modelling for Civil Engineers

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Novel Computer-Controlled Saturation of Dynamic Centrifuge Models Using High Viscosity Fluids

inferredcites →https://doi.org/10.1680/geot.11.p.040openalex-snapshot

Influence of bearing pressure on liquefaction-induced settlement of shallow foundations

inferredcites →https://doi.org/10.1680/geot.2003.53.7.619openalex-snapshot

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry

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Mitigation of liquefaction of saturated sand using biogas

inferredcites →https://doi.org/10.1680/jphmg.14.00005openalex-snapshot

Air injection to mitigate liquefaction under light structures

inferredcites →https://doi.org/10.1680/jphmg.16.00049openalex-snapshot

Physical modelling of air injection to remediate liquefaction

inferredcites →https://doi.org/10.3208/sandf.42.6_93openalex-snapshot

Resistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities

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Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles

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Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand

inferredcites →https://doi.org/10.3208/sandf.48.791openalex-snapshot

Experiments and Predictions of Soil Desaturation by Air-Injection Technique and the Implications Mediated by Multiphase Flow Simulation

inferredcites →https://doi.org/10.3208/sandf1972.29.3_157openalex-snapshot

Liquefaction Resistance of A Partially Saturated Sand

inferredcites →https://doi.org/10.3208/sandf1972.30.3_153openalex-snapshot

Evaluation of Liquefaction Resistance of Sand Improved by Deep Vibratory Compaction

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Centrifuge model tests on soil desaturation as a liquefaction countermeasure

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods

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Improvement of cyclic liquefaction resistance induced by partial saturation: An interpretation using wave-based approaches

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Experimental study on liquefaction behavior of desaturated calcareous sand under various stress conditions using air injection technique

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Simplified Procedure for Prediction of Earthquake-Induced Settlements in Partially Saturated Soils

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Energy-Based Assessment of Cyclic Liquefaction Susceptibility of Air-Injected Desaturated Sand Considering Initial Stress Anisotropy

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