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

https://doi.org/10.1680/jgeot.19.p.080
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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/s11440-017-0568-7openalex-snapshot
On the soil water characteristic curves of poorly graded granular materials in aqueous polymer solutions
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Use of Biogeotechnologies for Soil Improvement
inferredcites →https://doi.org/10.1016/j.sandf.2014.11.005openalex-snapshot
Cyclic resistance of two unsaturated silty sands against soil liquefaction
inferredcites →https://doi.org/10.1016/j.sandf.2017.11.008openalex-snapshot
Modeling the static liquefaction of unsaturated sand containing gas bubbles
inferredcites →https://doi.org/10.1016/j.soildyn.2016.09.002openalex-snapshot
Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1990)116:11(2532)openalex-snapshot
Instability and Plastic Flow of Soils. I: Experimental Observations
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1992)118:1(51)openalex-snapshot
Static Instability and Liquefaction of Loose Fine Sandy Slopes
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2000)126:12(1184)openalex-snapshot
1907 Static Liquefaction Flow Failure of the North Dike of Wachusett Dam
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)1090-0241(2008)134:1(136)openalex-snapshot
Instability Conditions of Loose Sand in Plane Strain
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000483openalex-snapshot
In-Situ Desaturation Test by Air Injection and Its Evaluation through Field Monitoring and Multiphase Flow Simulation
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000541openalex-snapshot
Cyclic Strength of Sand under Sustained Shear Stress
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000571openalex-snapshot
Mechanical Effects of Biogenic Nitrogen Gas Bubbles in Soils
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/10.1061/(asce)gt.1943-5606.0001082openalex-snapshot
Undrained Responses of Microbially Desaturated Sand under Monotonic Loading
inferredcites →https://doi.org/10.1061/40822(184)23openalex-snapshot
Shaking Table Tests to Investigate Soil Desaturation as a Liquefaction Countermeasure
inferredcites →https://doi.org/10.1061/ajgeb6.0000377openalex-snapshot
Membrane Penetration Effects in Undrained Tests
inferredcites →https://doi.org/10.1061/ajgeb6.0000477openalex-snapshot
Saturation Effects on Initial Soil Liquefaction
inferredcites →https://doi.org/10.1080/17486020903452709openalex-snapshot
Limited flow characteristics of sand with fines under cyclic loading
inferredcites →https://doi.org/10.1139/t00-040openalex-snapshot
Fundamental factors affecting liquefaction susceptibility of sands
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Static liquefaction as a possible explanation for the Merriespruit tailings dam failure
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Vibratory compaction of coarse-grained soils
inferredcites →https://doi.org/10.1139/t03-039openalex-snapshot
Unstable behaviour of sand and its implication for slope instability
inferredcites →https://doi.org/10.1139/t2012-045openalex-snapshot
Linkage between static and cyclic liquefaction of loose sand with a range of fines contents
inferredcites →https://doi.org/10.1201/9780203882306openalex-snapshot
Tailings and Mine Waste '08
inferredcites →https://doi.org/10.1680/geolett.13.00076openalex-snapshot
Difficulties in the determination of post-liquefaction strength for sand
inferredcites →https://doi.org/10.1680/geot.1993.43.3.351openalex-snapshot
Liquefaction and flow failure during earthquakes
inferredcites →https://doi.org/10.1680/geot.2002.52.10.751openalex-snapshot
Effect of fines on instability behaviour of loose sand
inferredcites →https://doi.org/10.1680/geot.9.p.019openalex-snapshot
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
inferredcites →https://doi.org/10.1680/geot.sip13.p.004openalex-snapshot
Mitigation of liquefaction of saturated sand using biogas
inferredcites →https://doi.org/10.1680/jenge.15.00078openalex-snapshot
Applying MICP by denitrification in soils: a process analysis
inferredcites →https://doi.org/10.1680/jgeot.18.p.042openalex-snapshot
Liquefaction resistance of unsaturated sands: experimental evidence and theoretical interpretation
inferredcites →https://doi.org/10.1680/jgere.18.00035openalex-snapshot
Research advances and challenges in biogeotechnologies
inferredcites →https://doi.org/10.2136/sssaj1980.03615995004400050002xopenalex-snapshot
A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils
inferredcites →https://doi.org/10.31274/etd-180810-4279openalex-snapshot
Mitigation of liquefaction hazards using the combined biodesaturation and bioclogging method
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
inferredcites →https://doi.org/10.3208/sandf.46.695openalex-snapshot
Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand
inferredcites →https://doi.org/10.3208/sandf1972.29.3_157openalex-snapshot
Liquefaction Resistance of A Partially Saturated Sand
inferredcites →https://doi.org/10.32657/10356/53528openalex-snapshot
Mitigation of liquefaction of sand using microbial methods
inferredcites →https://doi.org/10.5860/choice.34-0331openalex-snapshot
Soil mechanics in engineering practice

What points at this work

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

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Compression behavior of MICP-treated sand with various gradations
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Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method
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inferred← citeshttps://doi.org/10.1016/j.apm.2026.117240openalex-snapshot
Numerical modeling on the undrained cyclic liquefaction behaviors of imperfectly saturated sand
inferred← citeshttps://doi.org/10.1016/j.bgtech.2023.100005openalex-snapshot
Mitigation of soil liquefaction using microbial technology: An overview
inferred← citeshttps://doi.org/10.1016/j.bgtech.2025.100205openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2023.132237openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.138119openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2025.139934openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.cscm.2022.e01641openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.cscm.2024.e02926openalex-snapshot
Seismic response of mitigation of sand liquefaction beneath existing buildings using microbial induced desaturation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108668openalex-snapshot
An experimental investigation on undrained cyclic behaviour of a saturated intact loess
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109363openalex-snapshot
Experimental study on liquefaction behavior of desaturated calcareous sand under various stress conditions using air injection technique
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Experimental study on cyclic deformation properties of saturated Fujian sand at different loading frequencies
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Mitigation of Liquefaction and Lateral Spreading by Biogas Method Using Shaking Table Tests and the Strain Energy Approach
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002444openalex-snapshot
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002756openalex-snapshot
Crystal Growth of MICP through Microfluidic Chip Tests
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An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils
inferred← citeshttps://doi.org/10.1061/(asce)hz.2153-5515.0000686openalex-snapshot
Microbiological Processes in Improving the Behavior of Soils for Civil Engineering Applications: A Critical Appraisal
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One-Phase EICP Biotreatment of Sand Exposed to Various Environmental Conditions
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9089openalex-snapshot
Constitutive Modeling for Biocemented Calcareous Sands
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9322openalex-snapshot
Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-13150openalex-snapshot
Liquefaction of EICP-Treated Sand with Fabric Anisotropy
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Impact of Bacteriogenic CO 2 on Pore Pressure Generation and Cyclic Resistance of Sand
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The role of breakage-dependent critical state lines in constitutive modelling of sand under axisymmetric drained and undrained loads: A comparative study
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The Undrained Shear Behavior of Clean Coral Silt and Coral Silt-Sand Mixtures
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Behaviour of loose sand treated using bio-gelation method
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Induced Partial Saturation as mitigation technique against liquefaction: an energetic approach for design tools
inferred← citeshttps://doi.org/10.3390/geosciences14060140openalex-snapshot
Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil Liquefaction
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State-of-the-Art Review of Microbial-Induced Calcite Precipitation and Its Sustainability in Engineering Applications
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