On the public citation graph
Resistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities
0 signed · 213 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:4(302)openalex-snapshot
Pulse Transmission System for Measuring Wave Propagation in Soils
inferredcites →https://doi.org/10.1093/oso/9780198562245.001.0001openalex-snapshot
Soil Behaviour in Earthquake Geotechnics
inferredcites →https://doi.org/10.1139/cgj-36-3-482openalex-snapshot
The behavior of loose gassy sand
inferredcites →https://doi.org/10.1139/cgj-37-4-843openalex-snapshot
Cyclic liquefaction of loose gassy sand
inferredcites →https://doi.org/10.1680/geot.1954.4.4.143openalex-snapshot
The Pore-Pressure Coefficients A and B
inferredcites →https://doi.org/10.1680/geot.1995.45.1.149openalex-snapshot
Interpretation of bender element tests
inferredcites →https://doi.org/10.1680/geot.1997.47.1.133openalex-snapshot
Observation of Biot compressional wave of the second kind in granular soils
inferredcites →https://doi.org/10.3208/sandf.40.4_129openalex-snapshot
Anisotropy of Small Strain Stiffness of Ticino and Kenya Sands from Seismic Wave Propagation Measured in Triaxial Testing
inferredcites →https://doi.org/10.3208/sandf.40.4_95openalex-snapshot
Correlation of Pore-Pressure B-Value with P-Wave Velocity and Poisson’s Ratio for Imperfectly Saturated Sand or Gravel
inferredcites →https://doi.org/10.3208/sandf1972.29.3_157openalex-snapshot
Liquefaction Resistance of A Partially Saturated Sand
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.4681925openalex-extracted
Microbial Nitrogen Bubble Formation in Porous Media
inferred← citeshttps://doi.org/10.1002/9780470495117.ch14openalex-snapshot
Bioremediated Geomechanical Processes
inferred← citeshttps://doi.org/10.1002/esp4.70093openalex-snapshot
Assessments of Liquefaction Triggering and Manifestation at Three Case History Sites in Napier Based on 1931 Hawke's Bay, New Zealand, Earthquake
inferred← citeshttps://doi.org/10.1002/gete.202400032openalex-snapshot
On liquefaction behaviour of partially saturated sand
inferred← citeshttps://doi.org/10.1002/nag.555openalex-snapshot
Analysis of liquefaction susceptibility of nearly saturated sands
inferred← citeshttps://doi.org/10.1002/nsg.12045openalex-snapshot
The behaviour of near‐surface soils through ultrasonic near‐surface inundation testing
inferred← citeshttps://doi.org/10.1007/978-1-4020-6146-2_32openalex-snapshot
Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting
inferred← citeshttps://doi.org/10.1007/978-1-4020-6146-2_35openalex-snapshot
Dynamic Measurements and Porosity in Saturated Triaxial Specimens
inferred← citeshttps://doi.org/10.1007/978-3-031-11898-2_195openalex-snapshot
Investigation on Saturation State of Loess Using P-wave Velocity
inferred← citeshttps://doi.org/10.1007/978-3-319-10786-8_18openalex-snapshot
Integrating use of Swedish Weight Sounding Tests for Earthquake Reconnaissance Investigations
inferred← citeshttps://doi.org/10.1007/978-3-642-23559-7_2openalex-snapshot
Mathematical Models of Flow in Porous Media
inferred← citeshttps://doi.org/10.1007/978-981-15-2349-6_16openalex-snapshot
Permanent Deformation Behavior of Coarse-Grained Residual Subsoil Under Large Amplitude Loading Cycles
inferred← citeshttps://doi.org/10.1007/978-981-15-5479-7_3openalex-snapshot
Characterising Undrained Behaviour of Imperfectly Saturated and Unsaturated Sands
inferred← citeshttps://doi.org/10.1007/978-981-15-5644-9_3openalex-snapshot
The Potential Use of Biopolymers as a Sustainable Alternative for Liquefaction Mitigation—A Review
inferred← citeshttps://doi.org/10.1007/978-981-95-0249-3_6openalex-snapshot
Model Description of Mechanical Properties and Temperature Effects in Gassy Sand
inferred← citeshttps://doi.org/10.1007/978-981-97-8229-1_37openalex-snapshot
Cyclic Triaxial Test of Existing Embankment Material Under Repeated Train Load on Condition of Damage by Rainfall
inferred← citeshttps://doi.org/10.1007/978-981-99-9722-0_98openalex-snapshot
Liquefaction and Undrained Cyclic Behaviour in Fully and Partially Saturated Sands
inferred← citeshttps://doi.org/10.1007/s10064-017-1164-7openalex-snapshot
Liquefaction response of loose gassy marine sand sediments under cyclic loading
inferred← citeshttps://doi.org/10.1007/s10064-020-01848-1openalex-snapshot
Effect of air injection on pile and pile group behavior in liquefiable soil
inferred← citeshttps://doi.org/10.1007/s10518-012-9396-1openalex-snapshot
Energy approach to unsaturated cyclic strength of sand
inferred← citeshttps://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
inferred← citeshttps://doi.org/10.1007/s10518-020-00914-zopenalex-snapshot
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction
inferred← citeshttps://doi.org/10.1007/s10518-020-00970-5openalex-snapshot
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils
inferred← citeshttps://doi.org/10.1007/s10706-021-01926-5openalex-snapshot
Partial Saturation as a Liquefaction Countermeasure: A Review
inferred← citeshttps://doi.org/10.1007/s10706-025-03384-9openalex-snapshot
Cyclic Behavior of Unsaturated Sandy Soil: Effects of Compaction, Saturation, and Suction under Traffic-Like Loading
inferred← citeshttps://doi.org/10.1007/s11440-006-0015-7openalex-snapshot
Laboratory P-wave measurements in dry and saturated sand
inferred← citeshttps://doi.org/10.1007/s11440-019-00908-5openalex-snapshot
Mechanical properties and stress–dilatancy relationships of unsaturated soil under various cyclic loading conditions
inferred← citeshttps://doi.org/10.1007/s11440-022-01610-9openalex-snapshot
Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation
inferred← citeshttps://doi.org/10.1007/s11440-026-03030-5openalex-snapshot
Macroscopic and microscopic mechanism of liquefaction resistance of quasi-saturated sand: insights from DEM simulations
inferred← citeshttps://doi.org/10.1007/s11771-013-1701-xopenalex-snapshot
Laboratory investigation on relationship between degree of saturation, B-value and P-wave velocity
inferred← citeshttps://doi.org/10.1007/s12046-024-02592-yopenalex-snapshot
Particle sıze effect on the liquefactıon characteristcs of clean sand
inferred← citeshttps://doi.org/10.1007/s40999-024-00943-8openalex-snapshot
Effect of Microbial Induced Partial Saturation on Liquefaction Mitigation of Sand of Different Relative Densities
inferred← citeshttps://doi.org/10.1016/bs.aambs.2018.05.001openalex-snapshot
Applications of Microbial Processes in Geotechnical Engineering
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.compgeo.2022.104938openalex-snapshot
Saturation characteristics during horizontal-layered electrolysis desaturation of calcareous sand
inferred← citeshttps://doi.org/10.1016/j.compgeo.2024.106113openalex-snapshot
Hyperbolic hydro-mechanical model for seismic compression of unsaturated sands in the funicular regime
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2020.120935openalex-snapshot
Suitability of fly ash and cement for fabrication of compressed stabilized earth blocks
inferred← citeshttps://doi.org/10.1016/j.earscirev.2024.104925openalex-snapshot
Insights into the assessment and interpretation of earthquake-induced liquefaction in sands under different degrees of saturation
inferred← citeshttps://doi.org/10.1016/j.enggeo.2017.09.024openalex-snapshot
Effects of soil deformation and saturation on elastic wave velocities in relation to prediction of rain-induced landslides
inferred← citeshttps://doi.org/10.1016/j.enggeo.2020.105899openalex-snapshot
Resistivity characteristics during horizontal-layered electrolysis desaturation of calcareous sand
inferred← citeshttps://doi.org/10.1016/j.enggeo.2021.106207openalex-snapshot
Characterizing saturation state of loess using P-wave velocity
inferred← citeshttps://doi.org/10.1016/j.enggeo.2024.107434openalex-snapshot
Energy-based liquefaction assessment of partially and fully saturated clayey sands
inferred← citeshttps://doi.org/10.1016/j.enggeo.2026.108629openalex-snapshot
The 3D basin effect on the seismic response estimation at sites with liquefiable layers: Case study of Volos basin (Thessaly, Central Greece)
inferred← citeshttps://doi.org/10.1016/j.geomorph.2020.107482openalex-snapshot
East Palu Valley flowslides induced by the 2018 M 7.5 Palu-Donggala earthquake
inferred← citeshttps://doi.org/10.1016/j.gete.2019.100157openalex-snapshot
Several challenges in advanced laboratory testing of geomaterials with emphasis on unconventional types of liquefaction tests
inferred← citeshttps://doi.org/10.1016/j.heliyon.2024.e32671openalex-snapshot
Microbial nitrogen bubble formation in porous media
inferred← citeshttps://doi.org/10.1016/j.jappgeo.2026.106436openalex-snapshot
Non-invasive geophysical monitoring of saturation in clay barriers: Laboratory evidence and machine learning insights
inferred← citeshttps://doi.org/10.1016/j.jrmge.2024.02.005openalex-snapshot
Prediction of constrained modulus for granular soil using 3D discrete element method and convolutional neural networks
inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.12.057openalex-snapshot
Improvement of liquefaction resistance and cyclic response of sandy soil by air injection method
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2020.108307openalex-snapshot
Constitutive modeling for undrained shear behavior of gassy sand considering energy dissipation at the mesoscopic level
inferred← citeshttps://doi.org/10.1016/j.rineng.2024.103107openalex-snapshot
Characterizing undrained behaviour of imperfectly saturated Palar sand
inferred← citeshttps://doi.org/10.1016/j.sandf.2014.06.020openalex-snapshot
Undrained shear strength of desaturated loose sand under monotonic shearing
inferred← citeshttps://doi.org/10.1016/j.sandf.2014.11.005openalex-snapshot
Cyclic resistance of two unsaturated silty sands against soil liquefaction
inferred← citeshttps://doi.org/10.1016/j.sandf.2016.07.013openalex-snapshot
Effect of saturation on liquefaction resistance of iron ore fines and two sandy soils
inferred← citeshttps://doi.org/10.1016/j.sandf.2017.12.005openalex-snapshot
Seismic behaviour of reinforced embankments in dynamic centrifuge model tests
inferred← citeshttps://doi.org/10.1016/j.sandf.2018.12.006openalex-snapshot
Influence of inherent anisotropy on the seismic behavior of liquefiable sandy level ground
inferred← citeshttps://doi.org/10.1016/j.sandf.2020.05.013openalex-snapshot
Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm
inferred← citeshttps://doi.org/10.1016/j.sandf.2023.101400openalex-snapshot
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch
inferred← citeshttps://doi.org/10.1016/j.sandf.2026.101729openalex-snapshot
Optimizing compaction of low-grade embankment soils with non-plastic fines under cyclic traffic loading and seasonal moisture variations
inferred← citeshttps://doi.org/10.1016/j.soildyn.2011.08.003openalex-snapshot
Experimental study on dynamic properties of sand with emphasis on the degree of saturation
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.2018.01.035openalex-snapshot
Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.01.046openalex-snapshot
Laboratory-based characterization of shallow silty soils in southwest Christchurch
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.04.041openalex-snapshot
Degree of saturation affecting liquefaction resistance and undrained shear strength of silty sands
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.05.013openalex-snapshot
System response of liquefiable deposits
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.10.001openalex-snapshot
Geophysical characterization of liquefaction-prone areas: The Quistello test site, central Po Plain, Northern Italy
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.11.010openalex-snapshot
An experimental parametric study on the liquefaction resistance of sands in spreader dumps of lignite opencast mines
inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.05.028openalex-snapshot
On the prediction of liquefaction resistance of unsaturated sands
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106742openalex-snapshot
Effect of saturation on the characteristics of P-wave and S-wave propagation in nearly saturated soils using bender elements
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.107819openalex-snapshot
Improvement of cyclic liquefaction resistance induced by partial saturation: An interpretation using wave-based approaches
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108118openalex-snapshot
Cyclic response of unsaturated weathered red mudstone under various conditions of initial static shear stress and moisture content
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.108521openalex-snapshot
Evaluating liquefaction resistance of partially saturated sandy soil using the P-wave velocity
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109571openalex-snapshot
Evaluating the effects of sand particle size on the liquefaction resistance of clean sands: An energy-based method
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109603openalex-snapshot
Reflection of SV wave at the free boundary of unsaturated soil
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109651openalex-snapshot
Predictive modeling and experimental assessment of static liquefaction potential in unsaturated sandy soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109873openalex-snapshot
Effects of groundwater level variation on the seismic response of sites with stratified saturated - unsaturated porous media overlying bedrock
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110528openalex-snapshot
Stress-dependent electrolysis desaturation of calcareous sand: pore-scale gas evolution and microstructural response
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101337openalex-snapshot
Enhancing sand liquefaction resistance through microbial-induced partial saturation: An experimental study
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101410openalex-snapshot
Exploring liquefaction resistance in saturated and gassy sands at different state parameters
inferred← citeshttps://doi.org/10.1038/s41598-022-21257-6openalex-snapshot
Acoustic emission induced by sand liquefaction during vibration loading
inferred← citeshttps://doi.org/10.1051/geotech/2026009openalex-snapshot
Prix de thèse de Boussinesq – Sols quasi-saturés et dimensionnement des ouvrages au séismes : quelle marche à suivre ?
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)1090-0241(2007)133:4(372)openalex-snapshot
Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation
inferred← citeshttps://doi.org/10.1061/(asce)1532-3641(2007)7:6(437)openalex-snapshot
Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000727openalex-snapshot
Effects of Confining Pressure and Degree of Saturation on Wave Velocities of Soils
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002449openalex-snapshot
Coupled Effect of Suction Stress and Unit Weight on the Active Earth Pressure of Unsaturated Backfills
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.1943-5606.0000571openalex-snapshot
Mechanical Effects of Biogenic Nitrogen Gas Bubbles in Soils
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000770openalex-snapshot
Correcting Liquefaction Resistance of Unsaturated Soil Using Wave Velocity
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000815openalex-snapshot
Liquefaction Response of Partially Saturated Sands. I: Experimental Results
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000816openalex-snapshot
Liquefaction Response of Partially Saturated Sands. II: Empirical Model
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001082openalex-snapshot
Undrained Responses of Microbially Desaturated Sand under Monotonic Loading
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001163openalex-snapshot
Effect of Gas on the Mechanical Behavior of Medium-Dense Sands
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001818openalex-snapshot
MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002234openalex-snapshot
Numerical Evaluation of Liquefaction Resistance for Desaturated Sands
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002420openalex-snapshot
Undrained Seismic Compression of Unsaturated Sand
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002424openalex-snapshot
Poisson’s Ratio Characteristic Curve of Unsaturated Soils
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002477openalex-snapshot
Assessing Persistence of Entrapped Gas for Induced Partial Saturation
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002503openalex-snapshot
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002810openalex-snapshot
Closure to “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002819openalex-snapshot
Soil–Foundation–Structure Interaction of Inelastic Structural Systems on Unsaturated Soil Layers
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002890openalex-snapshot
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt
inferred← citeshttps://doi.org/10.1061/40802(189)38openalex-snapshot
Preparation and Cyclic Testing of Partially Saturated Sands
inferred← citeshttps://doi.org/10.1061/40962(325)15openalex-snapshot
Mitigation of Liquefaction Potential of Silty Sands
inferred← citeshttps://doi.org/10.1061/9780784413272.111openalex-snapshot
In Situ Seismic Crosshole Testing of Six Natural Sand Deposits in the South Carolina Coastal Plain
inferred← citeshttps://doi.org/10.1061/9780784481486.020openalex-snapshot
Dynamic Failure Potential of Partially Saturated Sand under Ultra-Low Confining Pressures
inferred← citeshttps://doi.org/10.1061/9780784481592.024openalex-snapshot
The Effect of Desaturation on the Static and Cyclic Mechanical Response of Dense Sand
inferred← citeshttps://doi.org/10.1061/9780784481677.013openalex-snapshot
Desaturation via Biogenic Gas Formation as a Ground Improvement Technique
inferred← citeshttps://doi.org/10.1061/9780784486504.020openalex-snapshot
Investigating Undrained Behaviour of Partially Saturated Granular Materials under Cyclic Triaxial Loading Using DEM
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-15441openalex-snapshot
Liquefaction of Nearly Saturated Sand under Undrained Isotropic Cyclic Loading
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/10.1080/01490451.2026.2700371openalex-snapshot
Impact of Bacteriogenic CO 2 on Pore Pressure Generation and Cyclic Resistance of Sand
inferred← citeshttps://doi.org/10.1080/19648189.2022.2075471openalex-snapshot
Liquefaction of unsaturated soils- volume change and residual shear strength
inferred← citeshttps://doi.org/10.1080/19648189.2025.2483840openalex-snapshot
Experimental study of static liquefaction potential considering the boundaries of the Critical State Line (CSL)
inferred← citeshttps://doi.org/10.1088/1755-1315/1479/1/012002openalex-snapshot
Influence of partial saturation on liquefaction resistance of soil: a case study at Yogyakarta - Bawen toll road
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/10.1139/cgj-2018-0287openalex-snapshot
Characterization of silty soil thin layering and groundwater conditions for liquefaction assessment
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/10.1139/cgj-2025-0996openalex-snapshot
Insights from nuclear magnetic resonance investigations in tailings storage facilities
inferred← citeshttps://doi.org/10.1139/cgj-2025-1049openalex-snapshot
Experimental observation of compression wave dispersion in quasi-saturated soils
inferred← citeshttps://doi.org/10.1139/t11-026openalex-snapshot
Characterizing stiffness development in hydrating mine backfill using ultrasonic wave measurements
inferred← citeshttps://doi.org/10.1190/segj2018-071.1openalex-snapshot
Evaluation of in-situ saturation condition using dynamic cone penetration tests
inferred← citeshttps://doi.org/10.1193/1.1715106openalex-snapshot
Guide for Shear‐Wave‐Based Liquefaction Potential Evaluation
inferred← citeshttps://doi.org/10.1201/noe0415804844.ch12openalex-snapshot
Tsukidate failure compared with the other flow-type failure during 2003 earthquakes in Northern 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/gtj20120024openalex-snapshot
Bender Elements and Bending Disks for Measurement of Shear and Compression Wave Velocities in Large Fully and Partially Saturated Sand Specimens
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/gtj20170376openalex-snapshot
Monitoring Ground Improvement Using the Seismic Dilatometer in Christchurch, New Zealand
inferred← citeshttps://doi.org/10.1520/gtj20170382openalex-snapshot
A Direct-Push Crosshole (DPCH) Test Method for the In Situ Evaluation of High-Resolution P- and S-Wave Velocities
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/gtj20200207openalex-snapshot
New Approach to Concurrent VS and VP Measurements Using Bender Elements
inferred← citeshttps://doi.org/10.1520/gtj20230299openalex-snapshot
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation
inferred← citeshttps://doi.org/10.1520/jte20190841openalex-snapshot
Undrained Responses of Partially Saturated Sand Induced by Biogas under Dynamic Cyclic Loading
inferred← citeshttps://doi.org/10.1520/jte20210141openalex-snapshot
Dynamic Properties of Biopolymer-Treated Loose Silty Sand Evaluated by Cyclic Triaxial Test
inferred← citeshttps://doi.org/10.1680/geot.10.p.042openalex-snapshot
Dynamic properties of sand from dry to fully saturated states
inferred← citeshttps://doi.org/10.1680/geot.14.rl.002openalex-snapshot
Soil mechanics and the observational method: challenges at the Zelazny Most copper tailings disposal facility
inferred← citeshttps://doi.org/10.1680/geot.2004.54.8.551openalex-snapshot
Soil porosity from seismic velocities
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.23.00100openalex-snapshot
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions
inferred← citeshttps://doi.org/10.1680/jgeot.24.00101openalex-snapshot
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions
inferred← citeshttps://doi.org/10.1680/jgere.18.00035openalex-snapshot
Research advances and challenges in biogeotechnologies
inferred← citeshttps://doi.org/10.1680/jphmg.14.00005openalex-snapshot
Air injection to mitigate liquefaction under light structures
inferred← citeshttps://doi.org/10.17760/d20000133openalex-snapshot
Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles
inferred← citeshttps://doi.org/10.21079/11681/41826openalex-snapshot
The behaviour of near-surface soils through ultrasonic near-surface inundation testing
inferred← citeshttps://doi.org/10.2113/jeeg23.3.319openalex-snapshot
Geophysical Monitoring of Blast-induced Liquefaction At the Mirabello (ne Italy) Test Site
inferred← citeshttps://doi.org/10.21203/rs.3.rs-1906490/v1openalex-snapshot
Liquefaction resistance of partially saturated sands
inferred← citeshttps://doi.org/10.21203/rs.3.rs-4217569/v1openalex-snapshot
Experimental Study of Static Liquefaction Potential Considering the Uncertainty of the Critical State Line (CSL)
inferred← citeshttps://doi.org/10.2136/vzj2008.0139openalex-snapshot
Simultaneous Laboratory Measurement of Acoustic and Hydraulic Properties of Unsaturated Soils
inferred← citeshttps://doi.org/10.2139/ssrn.5141430openalex-snapshot
Reflection of Sv Wave at the Free Boundary of Unsaturated Soil
inferred← citeshttps://doi.org/10.2183/pjab.80.372openalex-snapshot
Cyclic strength of imperfectly saturated sands and analysis of liquefaction
inferred← citeshttps://doi.org/10.2208/jscej.2005.806_143openalex-snapshot
PREPARATION TECHNIQUE OF SATURATED SANDY GROUND AND EFFECTIVENESS ON LIQUEFACTION CENTRIFUGE MODEL TEST
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.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.62.346openalex-snapshot
INVESTIGATION OF IN-SITU ELASTIC WAVE VELOCITY FOR ASSESSMENT OF LIQUEFACTION
inferred← citeshttps://doi.org/10.2208/jscejc.62.546openalex-snapshot
LIQUEFACTION MECHANISM OF UNSATURATED VOLOCANIC SANDY SOILS
inferred← citeshttps://doi.org/10.2208/jscejc.63.334openalex-snapshot
CHARACTERISTICS OF UNDRAINED SHEAR BEHAVIOR OF SANDY SOIL UNDER PARTIALLY SATURATED CONDITION
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/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.74.234openalex-snapshot
EVALUATION OF STRENGTH PROPERTIES OF GROUTING MATERIAL COMPOSED OF SILICA MICRO-PARTICLES AND CALCIUM HYDROXIDE
inferred← citeshttps://doi.org/10.2208/jscejj.22-15039openalex-snapshot
NUMERICAL SIMULATION OF UNSATURATED CYCLIC SHEAR TEST CONSIDERING ENCLOSED AIR IN VOID WATER
inferred← citeshttps://doi.org/10.2208/jscejseee.68.i_282openalex-snapshot
REVISION OF RELATIVE DENSITY AND ESTIMATION OF LIQUEFACTION STRENGTH OF SANDY SOIL WITH FINE CONTENT
inferred← citeshttps://doi.org/10.2208/jscejseee.72.i_895openalex-snapshot
SIMPLE MODEL TESTS ON EXCESS PORE WATER PRESSURE BEHAVIOR AT DYNAMIC CONE PENETRATION IN UNSATURATED GROUND
inferred← citeshttps://doi.org/10.24200/sci.2019.51796.2452openalex-snapshot
Effects of initial suction and degree of saturation on dynamic properties of sand at large strain
inferred← citeshttps://doi.org/10.2749/guimaraes.2019.0682openalex-snapshot
Experimental evidences of the effectiveness of some liquefaction mitigation measures
inferred← citeshttps://doi.org/10.3130/aijs.74.2029openalex-snapshot
EFFECTS OF DEGREE OF SATURATION ON P-WAVE VELOCITY AND LIQUEFACTION STRENGTH OF SAND
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/jgssp.jpn-076openalex-snapshot
Three-phase seepage-deformation coupled analysis for railway embankment damaged in 2004 Niigata-ken Chuetsu earthquake
inferred← citeshttps://doi.org/10.3208/jgssp.v07.080openalex-snapshot
Numerical simulation of undrained cyclic behavior for desaturated silica sands
inferred← citeshttps://doi.org/10.3208/jgssp.v07.081openalex-snapshot
Drained shear behavior of an unsaturated soil during cyclic triaxial loadings
inferred← citeshttps://doi.org/10.3208/jgssp.v10.os-5-02openalex-snapshot
Influence of the lateral spreading on the seismic dilatometer (SDMT) parameters: a case study in Christchurch, New Zealand
inferred← citeshttps://doi.org/10.3208/sandf.43.5_175openalex-snapshot
Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles
inferred← citeshttps://doi.org/10.3208/sandf.45.4_149openalex-snapshot
LANDSLIDES DURING THE EARTHQUAKES ON MAY 26 AND JULY 26, 2003 IN MIYAGI, JAPAN
inferred← citeshttps://doi.org/10.3208/sandf.46.233openalex-snapshot
Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting
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.48.87openalex-snapshot
Liquefaction of Unsaturated Sand Considering the Pore Air Pressure and Volume Compressibility of the Soil Particle Skeleton
inferred← citeshttps://doi.org/10.3208/sandf.49.221openalex-snapshot
Liquefaction Resistances of Unsaturated Non-Plastic Silt
inferred← citeshttps://doi.org/10.3208/sandf.50.847openalex-snapshot
Observation of Geomaterial Behavior
inferred← citeshttps://doi.org/10.3208/sandf.51.1075openalex-snapshot
Numerical Prediction of Seepage and Seismic Behavior of Unsaturated Fill Slope
inferred← citeshttps://doi.org/10.3208/sandf.51.663openalex-snapshot
Monotonic and Cyclic Behavior of Unsaturated Sandy Soil Under Drained and Fully Undrained Conditions
inferred← citeshttps://doi.org/10.32657/10356/148811openalex-snapshot
Biogas desaturation and bio-gelation methods for mitigation of sand liquefaction
inferred← citeshttps://doi.org/10.32657/10356/41753openalex-snapshot
Use of seismic waves for the characterization of soil properties
inferred← citeshttps://doi.org/10.32657/10356/53528openalex-snapshot
Mitigation of liquefaction of sand using microbial methods
inferred← citeshttps://doi.org/10.32657/10356/68845openalex-snapshot
Properties of soils using laboratory seismic methods and numerical modelling
inferred← citeshttps://doi.org/10.3389/feart.2024.1433507openalex-snapshot
The influence range of the biogas desaturation method for mitigating sand liquefaction
inferred← citeshttps://doi.org/10.3390/app11177842openalex-snapshot
Microbially Induced Desaturation and Carbonate Precipitation through Denitrification: A Review
inferred← citeshttps://doi.org/10.3390/app13010081openalex-snapshot
Experimental and Empirical Studies to Evaluate Liquefaction Resistance of Partially Saturated Sands
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
inferred← citeshttps://doi.org/10.3390/geotechnics1010006openalex-snapshot
Recommended Procedures to Assess Critical State Locus from Triaxial Tests in Cohesionless Remoulded Samples
inferred← citeshttps://doi.org/10.3390/jmse9121363openalex-snapshot
Characterizing the Effect of Water Content on Small-Strain Shear Modulus of Qiantang Silt
inferred← citeshttps://doi.org/10.3390/w12030737openalex-snapshot
The Application of the Seismic Cone Penetration Test (SCPTU) in Tailings Water Conditions Monitoring
inferred← citeshttps://doi.org/10.3923/ijss.2016.49.60openalex-snapshot
Effects of Variable Angular Velocities and Soil Moisture Contents on Undrained Shear Strength in a Sandy Loam Soil (Eutric Leptosol)
inferred← citeshttps://doi.org/10.5459/bnzsee.42.1.57-62openalex-snapshot
Undrained shear strength of partially saturated sand in triaxial tests
showing the first 200 of 203 · page through all 203
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.