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Liquefaction Resistance of A Partially Saturated Sand

https://doi.org/10.3208/sandf1972.29.3_157

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

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Membrane Penetration Effects in Undrained Tests

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Cyclic Undrained Stress-Strain Behavior of Dense Sands by Torsional Simple Shear Test

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Cyclic Undrained Triaxial Strength of Sand by a Cooperative Test Program

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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/10.1139/cgj-2011-0250openalex-snapshot

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

inferred← citeshttps://doi.org/10.1139/cgj-2025-1049openalex-snapshot

Experimental observation of compression wave dispersion in quasi-saturated soils

inferred← citeshttps://doi.org/10.11532/proee2005a.29.1109openalex-snapshot

SHEAR CHARACTERISTICS OF SANDSTONE MATERIALS IN SLOPE FAILUER DURING THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE

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/10.11606/d.3.2014.tde-23122014-153333openalex-snapshot

Comportamento reológico de solos sujeitos a corridas de lama por liquefação estática.

inferred← citeshttps://doi.org/10.1190/segj122015-078openalex-snapshot

Model tests on quality evaluation procedure for an unsaturation method for liquefaction countermeasures

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/b17278-7openalex-snapshot

Environmental Field

inferred← citeshttps://doi.org/10.1201/noe0415415866.ch65openalex-snapshot

Seismic performance of desaturated soil as a liquefaction countermeasure

inferred← citeshttps://doi.org/10.14195/2184-8394_128_1openalex-snapshot

Liquefação de solos à luz da mecânica aplicada

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/gtj104065openalex-snapshot

Technique for Undrained Triaxial Tests on Unsaturated Soils Using Active Control of Pore-Air Pressure

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/gtj20180233openalex-snapshot

Combined P- and S-Wave Measurements by Seismic Dilatometer Test (SPDMT): A Case History in Bondeno (Emilia Romagna, Italy)

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/gtj20210168openalex-snapshot

Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand

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

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

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/jte20170435openalex-snapshot

Desaturation for Liquefaction Mitigation Using Biogas Produced by Pseudomonas stutzeri

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/10.1631/jzus.a1600497openalex-snapshot

Analysis of the dynamic stress path under obliquely incident P-waves and its influencing factors

inferred← citeshttps://doi.org/10.1680/bcmpge.60531.014openalex-snapshot

Biogeochemical processes and geotechnical applications: progress, opportunities and challenges

inferred← citeshttps://doi.org/10.1680/geot.2002.52.4.295openalex-snapshot

Liquefaction resistance of sand in relation to P-wave velocity

inferred← citeshttps://doi.org/10.1680/geot.52.4.295.41021openalex-snapshot

Liquefaction resistance of sand in relation to P-wave velocity

inferred← citeshttps://doi.org/10.1680/geot.sip13.p.017openalex-snapshot

Biogeochemical processes and geotechnical applications: progress, opportunities and challenges

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/jenge.18.00087openalex-snapshot

Compositional and geoenvironmental factors in microbially induced partial saturation

inferred← citeshttps://doi.org/10.1680/jgeot.17.p.116openalex-snapshot

Axial force–displacement behaviour of a buried pipeline in saturated and unsaturated sand

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.23.00100openalex-snapshot

Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

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

Extension of unsaturated soil mechanics and its applications

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

Air injection to mitigate liquefaction under light structures

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

Numerical analysis of soil desaturation by an air injection method

inferred← citeshttps://doi.org/10.17760/d20000133openalex-snapshot

Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles

inferred← citeshttps://doi.org/10.17760/d20000134openalex-snapshot

Inducing and imaging partial degree of saturation in laboratory sand specimens

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

Electrolysis: An Innovative Technique to Desaturate Tailings

inferred← citeshttps://doi.org/10.2113/gssgfbull.178.2.65openalex-snapshot

Techniques, issues and advances in numerical modelling of landslide hazard

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

Liquefaction resistance of partially saturated sands

inferred← citeshttps://doi.org/10.21324/dacd.617423openalex-snapshot

Türkiye Bina Deprem Yönetmeliğine (2018) Göre Sıvılaşma Potansiyeli Analizi ve Sığacık (Seferihisar/İzmir) Örneği

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/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.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.64.340openalex-snapshot

EXPERIMENTAL STUDY ON UNSATURATING SOIL USING PROPOSED METHOD OF INJECTING AIR INTO THE GROUND TO INCREASE LIQUEFACTION STRENGTH

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