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Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles

https://doi.org/10.3208/sandf.43.5_175
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What this work says

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

inferredcites →https://doi.org/10.1061/ajgeb6.0000164openalex-snapshot
Fundamentals of Liquefaction under Cyclic Loading
inferredcites →https://doi.org/10.1061/ajgeb6.0000477openalex-snapshot
Saturation Effects on Initial Soil Liquefaction
inferredcites →https://doi.org/10.1061/ajgeb6.0000614openalex-snapshot
Effects of System Compliance on Liquefaction Tests
inferredcites →https://doi.org/10.1680/geot.1994.44.3.479openalex-snapshot
In situ liquefaction resistance of clean sands over a wide density range
inferredcites →https://doi.org/10.1680/geot.2002.52.4.295openalex-snapshot
Liquefaction resistance of sand in relation to P-wave velocity
inferredcites →https://doi.org/10.1680/geot.52.4.295.41021openalex-snapshot
Liquefaction resistance of sand in relation to P-wave velocity
inferredcites →https://doi.org/10.2113/gseegeosci.v.4.491openalex-snapshot
Remedial Measures Against Soil Liquefaction--From Investigation and Design to Implementation
inferredcites →https://doi.org/10.3208/sandf.42.121openalex-snapshot
Effects of Air Bubbles on B-Value and P-Wave Velocity of a Partly Saturated Sand.
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/sandf1972.18.3_59openalex-snapshot
Undisturbed Sampling of Saturated Sands by Freezing
inferredcites →https://doi.org/10.3208/sandf1972.24.4_131openalex-snapshot
Undrained Cyclic Shear Strength of a Dense Niigata Sand
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

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.4628687openalex-extracted
Seismic Response of Mitigation of Sand Liquefaction Beneath Existing Building Using Microbial Bubbles Induced Desaturation
inferred← citeshttps://doi.org/10.1002/2017jb015331openalex-snapshot
Gas Bubble Migration and Trapping in Porous Media: Pore‐Scale Simulation
inferred← citeshttps://doi.org/10.1007/978-3-319-76855-7_8openalex-snapshot
Engineering of Ground for Liquefaction Mitigation
inferred← citeshttps://doi.org/10.1007/978-981-13-6713-7_41openalex-snapshot
Liquefaction Countermeasures for Soil Supporting Existing Structures: A Review
inferred← citeshttps://doi.org/10.1007/978-981-33-4001-5_16openalex-snapshot
Liquefaction Resistance of Desaturated and Partly Saturated Clean Sand
inferred← citeshttps://doi.org/10.1007/s10518-021-01143-8openalex-snapshot
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles
inferred← citeshttps://doi.org/10.1007/s10518-024-01910-3openalex-snapshot
Revisiting the effect of relative density on cyclic liquefaction of clean and silty sands: the crossing effect
inferred← citeshttps://doi.org/10.1007/s11440-025-02678-9openalex-snapshot
Resonance compaction technique for liquefaction mitigation: CPTU liquefaction hazard indices and random field-based evaluation
inferred← citeshttps://doi.org/10.1007/s11440-025-02813-6openalex-snapshot
Long-term monitoring of a microbially induced desaturation field trial in fine-grained soil
inferred← citeshttps://doi.org/10.1007/s12517-021-08840-3openalex-snapshot
Performance evaluation of gravel impact compaction piers (GICPs) in liquefiable soils
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.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
inferred← citeshttps://doi.org/10.1016/j.sandf.2017.08.019openalex-snapshot
Performance of laterally loaded piles in improved coal ash deposit
inferred← citeshttps://doi.org/10.1016/j.soildyn.2015.01.004openalex-snapshot
Magnitude scaling factors in liquefaction triggering procedures
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.03.018openalex-snapshot
Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.105728openalex-snapshot
Centrifuge testing to investigate effects of partial saturation on the response of shallow foundation in liquefiable ground under strong sequential ground motions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106946openalex-snapshot
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests
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
inferred← citeshttps://doi.org/10.1051/geotech/2021033openalex-snapshot
Sustainable land reclamation in coastal area
inferred← citeshttps://doi.org/10.1061/(asce)0887-3828(2008)22:6(381)openalex-snapshot
Seismic Performance of a River Dike Improved by Sand Compaction Piles
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001230openalex-snapshot
Liquefaction of Level Ground Unsaturated Sand Deposits Using a Validated Fully Coupled Analysis Procedure
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000696openalex-snapshot
Compression and Creep of Venice Lagoon Sands
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001135openalex-snapshot
Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading
inferred← citeshttps://doi.org/10.1061/9780784481486.012openalex-snapshot
A Critique of b-Values Used for Computing Magnitude Scaling Factors
inferred← citeshttps://doi.org/10.1139/cgj-2017-0419openalex-snapshot
Seismically induced settlement of ground experiencing undrained shaking and laterally constrained compression
inferred← citeshttps://doi.org/10.1139/cgj-2018-0502openalex-snapshot
Mitigation of liquefaction hazard by dynamic compaction — a random field perspective
inferred← citeshttps://doi.org/10.1139/cgj-2020-0580openalex-snapshot
In situ desaturation tests by electrolysis for liquefaction mitigation
inferred← citeshttps://doi.org/10.1139/cgj-2021-0525openalex-snapshot
Microscopic mechanism analysis of calcareous sand in electrolysis desaturation using 1H L-F NMR
inferred← citeshttps://doi.org/10.1201/9781439824696.ch7openalex-snapshot
Research and Development in Japan
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/gtj100534openalex-snapshot
A Novel Trimming Technique for Frozen Sand Specimens
inferred← citeshttps://doi.org/10.1680/jphmg.14.00005openalex-snapshot
Air injection to mitigate liquefaction under light structures
inferred← citeshttps://doi.org/10.21203/rs.3.rs-259542/v1openalex-snapshot
Liquefaction and Reliquefaction Resistance of Saturated Sand Deposits Treated with Sand Compaction Piles
inferred← citeshttps://doi.org/10.3130/aijs.75.817openalex-snapshot
A CONSIDERATION ON Sr-Vp AND Sr-Rl CORRELATIONS FOR IN-SITU SANDY SOILS
inferred← citeshttps://doi.org/10.3208/jgs.17.523openalex-snapshot
X-ray CT model tests on microstructural change in compacted ground improved by SCP method
inferred← citeshttps://doi.org/10.3208/jgssp.v10.kl-1-02openalex-snapshot
Challenges to Innovation of Liquefaction Prediction Technology
inferred← citeshttps://doi.org/10.3208/sandf.45.2_167openalex-snapshot
GROUND DENSIFICATION DUE TO SAND COMPACTION PILES
inferred← citeshttps://doi.org/10.3208/sandf.46.695openalex-snapshot
Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand
inferred← citeshttps://doi.org/10.3208/sandf.48.73openalex-snapshot
A Study on the Engineering Properties of Sand Improved by the Sand Compaction Pile Method
inferred← citeshttps://doi.org/10.3208/sandf.49.221openalex-snapshot
Liquefaction Resistances of Unsaturated Non-Plastic Silt
inferred← citeshttps://doi.org/10.3208/sandf.50.965openalex-snapshot
Contributions to “Soils and Foundations”: Ground Improvement
inferred← citeshttps://doi.org/10.32657/10356/53528openalex-snapshot
Mitigation of liquefaction of sand using microbial methods
inferred← citeshttps://doi.org/10.3390/jmse14181672openalex-snapshot
The Seismic Response of Ultra-Deep Strata with a Weak Interlayer and Targeted Reinforcement Using VRJPs: A Large-Scale Shaking Table Study
inferred← citeshttps://doi.org/10.46532/978-81-950008-1-4_078openalex-snapshot
A Review Study on Sand Compaction Piles in Cohesive Soils and as a Liquefaction Resistance Technique
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