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

https://doi.org/10.3208/sandf.46.695

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

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

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Effects of System Compliance on Liquefaction Tests

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Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

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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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Liquefaction Resistance of A Partially Saturated Sand

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Evaluation of Liquefaction Resistance of Sand Improved by Deep Vibratory Compaction

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

inferred← citeshttps://doi.org/10.1061/jggefk.gteng-13049openalex-snapshot

Experimental Program for the Determination of the Saturation Threshold for Brittle Behavior in Loose Sandy Silt Gold Tailings

inferred← citeshttps://doi.org/10.1080/01490451.2019.1581858openalex-snapshot

Factors Controlling Microbially Induced Desaturation and Precipitation (MIDP) via Denitrification during Continuous Flow

inferred← citeshttps://doi.org/10.1080/13632469.2024.2415083openalex-snapshot

Threshold of Saturation Degree of Unsaturated Sand to Cause Liquefaction Considering the Sample Volumetric Strain: Modelization and Experimental Laboratory Investigation

inferred← citeshttps://doi.org/10.1080/17486025.2021.1955158openalex-snapshot

Temperature induced changes in the behaviour of cementing fine-grained soils under dynamic loadings

inferred← citeshttps://doi.org/10.1080/19648189.2018.1488623openalex-snapshot

Experimental study on the influence of saturation degree on unstable behavior within granular material

inferred← citeshttps://doi.org/10.1080/19648189.2021.1999333openalex-snapshot

Effect of saturation on liquefaction potential and residual strength: laboratory investigation

inferred← citeshttps://doi.org/10.1080/19648189.2022.2075471openalex-snapshot

Liquefaction of unsaturated soils- volume change and residual shear strength

inferred← citeshttps://doi.org/10.1080/24705314.2024.2429471openalex-snapshot

Liquefaction mitigation by induced partial saturation: a comprehensive review

inferred← citeshttps://doi.org/10.1088/1755-1315/1480/1/012025openalex-snapshot

Particle Scale Analysis of the Impact of Partial Drainage on Undrained Shear Response Applied to Desaturation

inferred← citeshttps://doi.org/10.1088/1757-899x/562/1/012015openalex-snapshot

Soil Desaturation Methods for the Improvement of Liquefiable Ground

inferred← citeshttps://doi.org/10.11159/icgre23.115openalex-snapshot

Mechanical Response of Tailings under Monotonic Triaxial Tests in Unsaturated and Nearly Saturated Conditions

inferred← citeshttps://doi.org/10.1144/qjegh2020-039openalex-snapshot

Liquefaction susceptibility maps for the Aqaba–Elat region with projections of future hazards with sea-level rise

inferred← citeshttps://doi.org/10.1155/2020/7030425openalex-snapshot

Soil Fatigue from Induced Seismicity

inferred← citeshttps://doi.org/10.1155/2024/8451239openalex-snapshot

Constitutive Modelling of the Cyclic Response of Unsaturated Soils: A Discussion of the State‐of‐Art

inferred← citeshttps://doi.org/10.1177/87552930211041641openalex-snapshot

Mitigation of liquefaction triggering due to bio‐gas‐induced desaturation using element tests and the strain energy approach

inferred← citeshttps://doi.org/10.1179/dfi.2013.002openalex-snapshot

Liquefaction Mitigation Synthesis Report

inferred← citeshttps://doi.org/10.1186/s40677-016-0043-zopenalex-snapshot

Critical hydraulic gradients for seepage-induced failure of landslide dams

inferred← citeshttps://doi.org/10.1201/9781003299127-251openalex-snapshot

Mitigation of liquefaction through induced partial saturation by bio - gas bubbles

inferred← citeshttps://doi.org/10.1201/9781315645056-8openalex-snapshot

References

inferred← citeshttps://doi.org/10.1201/b10526-198openalex-snapshot

The influence on the slope stability of the initial degree of saturation of a fill ground

inferred← citeshttps://doi.org/10.1201/b17438-7openalex-snapshot

Use of biogeotechnologies for disaster mitigation

inferred← citeshttps://doi.org/10.14483/22487638.16282openalex-snapshot

Revisión literaria y modelación de la desaturación de un suelo arenoso por medio del método de inyección de aire

inferred← citeshttps://doi.org/10.1520/gtj20150125openalex-snapshot

A System to Measure Volume Change of Unsaturated Soils in Undrained Cyclic Triaxial Tests

inferred← citeshttps://doi.org/10.1520/gtj20160115openalex-snapshot

p-Constant Condition Applied to Undrained Cyclic Triaxial Test of Unsaturated Soils

inferred← citeshttps://doi.org/10.1520/gtj20160295openalex-snapshot

Measurement of Gas Released during Blast Densification

inferred← citeshttps://doi.org/10.1520/gtj20190340openalex-snapshot

Methodology to Characterize the Seismic Compression of Unsaturated Sands under Different Drainage Conditions

inferred← citeshttps://doi.org/10.1520/gtj20190453openalex-snapshot

Development of a Multifunctional Triaxial System for Unsaturated Soils: Addition of Permeameter Function

inferred← citeshttps://doi.org/10.1520/gtj20210217openalex-snapshot

Residual Strength of Liquefied Soil: The Effect of Induced Partial Saturation

inferred← citeshttps://doi.org/10.1631/jzus.a1600241openalex-snapshot

Mitigation of soil liquefaction using microbially induced desaturation

inferred← citeshttps://doi.org/10.1680/bcmpge.60531.011openalex-snapshot

Mitigation of liquefaction of saturated sand using biogas

inferred← citeshttps://doi.org/10.1680/geot.sip13.p.004openalex-snapshot

Mitigation of liquefaction of saturated sand using biogas

inferred← citeshttps://doi.org/10.1680/ijpmg.2012.12.1.39openalex-snapshot

Preparation of fully saturated models for liquefaction study

inferred← citeshttps://doi.org/10.1680/jgele.22.00076openalex-snapshot

Liquefaction triggering of non-saturated sandy soils

inferred← citeshttps://doi.org/10.1680/jgeot.18.p.042openalex-snapshot

Liquefaction resistance of unsaturated sands: experimental evidence and theoretical interpretation

inferred← citeshttps://doi.org/10.1680/jgeot.19.p.080openalex-snapshot

Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading

inferred← citeshttps://doi.org/10.1680/jgeot.20.p.221openalex-snapshot

Performance of rocking foundations on unsaturated soil layers with variable groundwater levels

inferred← citeshttps://doi.org/10.1680/jgeot.21.00174openalex-snapshot

Behaviour of loose sand treated using bio-gelation method

inferred← citeshttps://doi.org/10.1680/jgere.18.00004openalex-snapshot

Extension of unsaturated soil mechanics and its applications

inferred← citeshttps://doi.org/10.1680/jgere.18.00035openalex-snapshot

Research advances and challenges in biogeotechnologies

inferred← citeshttps://doi.org/10.1680/jgrim.16.00025openalex-snapshot

Durability of partial saturation to counteract liquefaction

inferred← citeshttps://doi.org/10.1680/jphmg.14.00005openalex-snapshot

Air injection to mitigate liquefaction under light structures

inferred← citeshttps://doi.org/10.1680/jphmg.16.00049openalex-snapshot

Physical modelling of air injection to remediate liquefaction

inferred← citeshttps://doi.org/10.1680/jphmg.21.00019openalex-snapshot

Pore-water pressure and liquefaction response of layered fine soils undergoing cementation

inferred← citeshttps://doi.org/10.17533/udea.redin.20220580openalex-snapshot

Numerical analysis of soil desaturation by an air injection method

inferred← citeshttps://doi.org/10.19080/cerj.2019.09.555752openalex-snapshot

Electrolysis: An Innovative Technique to Desaturate Tailings

inferred← citeshttps://doi.org/10.21203/rs.3.rs-1906490/v1openalex-snapshot

Liquefaction resistance of partially saturated sands

inferred← citeshttps://doi.org/10.2139/ssrn.6580149openalex-snapshot

Estimating Hydraulic Conductivity based on a Backbone Curve Model

inferred← citeshttps://doi.org/10.2139/ssrn.6642162openalex-snapshot

Estimating Hydraulic Conductivity based on a Backbone Curve Model

inferred← citeshttps://doi.org/10.2208/jscejam.71.i_655openalex-snapshot

SEEPAGE-DEFORMATION COUPLED ANALYSIS ABOUT LIQUEFACTION OF BODY OF EMBANKMENT CONSIDERING UNSATURATED CONDITION

inferred← citeshttps://doi.org/10.2208/jscejam.72.i_323openalex-snapshot

ANALYSIS OF UNSATURATED CYCLIC TRIAXIAL TEST BY USE OF SOIL WATER CHARACTERISTIC CURVE AND CONSTITUTIVE MODEL OF SOIL SKEOLETON CONSIDERING EFFECT OF VOID CHANGE

inferred← citeshttps://doi.org/10.2208/jscejam.73.i_477openalex-snapshot

CYCLIC LOADING TESTS OF UNSATURATED SOIL AND ITS NUMERICAL SIMULATION UNDER VARIOUS BOUNDARY CONDITIONS

inferred← citeshttps://doi.org/10.2208/jscejam.74.i_361openalex-snapshot

EVALUATION ABOUT INFLUENCE OF SUCTION AND DEGREE OF SATURATION TO CHARACCTERISTICS OF LIQEFACTION RESISTANCE FOR UNSTURATED SOIL

inferred← citeshttps://doi.org/10.2208/jscejc.64.662openalex-snapshot

PREPERATION OF FULLY SATURATED MODEL GROUND IN CENTRIFUGE AND HIGH ACCURACY MEASUREMENT OF DEGREE OF SATURATION

inferred← citeshttps://doi.org/10.2208/jscejc.65.587openalex-snapshot

EFFECT OF DEGREE OF SATURATION ON CYCLIC UNDRAINED SHEAR STRENGTH OF SANDS CONTAINING NON-PLASTIC FINES

inferred← citeshttps://doi.org/10.2208/jscejc.65.756openalex-snapshot

IN-SITU TEST ON DESATURATION BY AIR INJECTION AND ITS MONITORING

inferred← citeshttps://doi.org/10.2208/jscejc.66.564openalex-snapshot

EXPERIMENTAL STUDY ON THE LIQUEFACTION STRENGTH PROPERTY OF PARTIALLY SATURATED SAND

inferred← citeshttps://doi.org/10.2208/jscejge.68.341openalex-snapshot

RESEARCH ON THE DEGREE OF SATURATION INVESTIGATION BY THE SAMPLING OF THE SAND FOR LIQUEFACTION

inferred← citeshttps://doi.org/10.2208/jscejge.69.386openalex-snapshot

PORE AIR PRESSURE EFFECT ON CYCLIC SHEAR BEHAVIOR OF UNSATURATED SANDY SOIL

inferred← citeshttps://doi.org/10.2208/jscejge.70.395openalex-snapshot

DYNAMIC ANALYSIS OF EMBANKMENT BASED ON THREE PHASE POROUS MEDIA THEORY USING ELASTO-PLASTIC CONSTITUTIVE MODEL FOR UNSATURATED SOIL

inferred← citeshttps://doi.org/10.2208/jscejge.71.395openalex-snapshot

APLICABILITY OF SOIL IMPROVEMENT WITH USING MICRO-BUBBLES MIXING WATER AGAINST SOIL LIQUEFACTION

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