Determination of Critical State Parameters in Sandy Soils from Standard Triaxial Testing (I) : Review and Application |
조계춘 (Civil & Environmental Engrg., KAIST) |
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Discussion to An experimental and theoretical comparison between static and dynamic torsional soil test
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DOI |
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Minimum undrained strength of two sands
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DOI |
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CPT detemination of overconsolidation ratio and lateral stress in clean quartz sands
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A state parameter for sands
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Influence of specimen-reconstituting method on the undrained responde of sand
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DOI |
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On the dilatancy of media composed of rigid particles in contact. With ecperimental illustrations
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DOI |
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Stress-strain aspects of cohesionless soils under cyclic and transient loading
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Don't use the C word
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The steady atate of deformation
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Factors affecting apparent position of steady-state line
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DOI ScienceOn |
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Strain localization and undrained steady state of sand
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DOI ScienceOn |
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Soils and Waves Particulate Materials Behavior
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Interpretation of CPT's and CPTU's, 2nd Part: Drained penetration of sands
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Characteristics of cohesionless soils affecting the stability of slopes and earth fills
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On liquefaction phenomena: report of lecture
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DOI |
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Prediction of drained strength of sands from relative density measurements
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Coulomb's Memoir on Statics
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The Rankine Lecture: Liquefaction and flow faihure during earthquakes
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Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation
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DOI |
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Stress path and steady state
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Static Liquefaction of Very Loose Sands
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DOI ScienceOn |
22 |
Undrained shear strength of clean sands to trigger flow liquefaction
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DOI ScienceOn |
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Void ratio evolution inside shear bands in traxial sand specimens studied by computed tomography
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DOI ScienceOn |
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Liquefaction and Postliquefaction Behavior of sand
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DOI ScienceOn |
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Research on datermining the density of sands by spoon penetration testing
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26 |
Some factors affecting the liquefaction and flow od saturated sands in laboratory tests
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DOI |
27 |
The critical state line and its application to soil liquefaction
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28 |
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29 |
EPRI Manual on Estimating Soil Properties for Foundation Design
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Unsaturated Soil Stiffness and Post-Liquefacaction Shear Strenfth
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On the yielding of soils
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Effect of atatic shear on resistance to liquefaction
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33 |
A new approach to measuring dilatancy in staurated sands
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DOI ScienceOn |
34 |
Undrained deformation and liquefaction of sand under cyclic stress
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DOI |
35 |
The behavior of an assembly of rotund, rigid, cohesionless particles, I.
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Linear representation of steadystate line for sand
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DOI |
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Correspondence on shear characteristics of a saturated silt measured in triaxial compression
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DOI |
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Liquefaction flow failure of silty sand by torsional cyclic tests
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Stress-dilatancy, earth pressures, and slopes
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Strain localization in extension tests on granular materials
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DOI ScienceOn |
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Anisotropic shear wave modulus due to stress anisotropy
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42 |
The Stress-dilatancy relation for static equilibrium of an assembly of particles in contact
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DOI |
43 |
Liquefaction of sands
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Shear Wave Velocity to Evaluate in situ Sate of Cohesionless Soils
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DOI ScienceOn |
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Liquefaction and cyclic deformation of sands a critical review
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46 |
Liquefacton and cyclic mobility of saturated sands
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Penetration tests and bearing capacity of cohesionless soils
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48 |
Liquefaction evaluation procedure
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DOI |
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The liquefaction of sands, a collapse surface approach
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DOI ScienceOn |
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The critical state of sands
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DOI |
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Observations on static and cyclic sand-liquefaction methodologies
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DOI |
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Uniqueness of steady state and liquefaction potential
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DOI ScienceOn |
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The steady state of sandy soils
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DOI ScienceOn |
56 |
New correlations of penetration test for design practice
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Minimum underained strength versus steady-state strength of sands
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DOI |
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Undrained deformation and strength characteristics of soils from reclaimed deposits in Kobe
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Characterization of undrained behavior of soils in the reclaimed area of Kobe
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1-D Strain in normally consolidated cohesionless soils
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DOI ScienceOn |
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The strength and dilatancy of sands
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DOI ScienceOn |
62 |
Soil liquefaction and cyclic mobility evanuation for level ground during earthquakes
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The Measurement of soil water content using a portable TDR hand probe
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DOI |
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Elastic wave velocities in granular soils
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Initial Soil Structure and Steady-State Strength
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Effect of sand grain shape on interparticle friction, indirect measurements by Rowe's stress dilatancy theory
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DOI ScienceOn |
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Loading systems, Sample penetation, and liquefaction
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DOI |
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Shear strenght paramenters for undisturbed and remoulded soil specimens
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Undrained monotonic and cyclic strength of sand
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DOI ScienceOn |
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Steady-State Concepts and Static Liquefaction of Silty Sands
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DOI ScienceOn |
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Constant-volume friction angle of granular materials
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DOI ScienceOn |
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Liquefaction evaluation procedure
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DOI |
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Studies of the state paramenter and liquefaction resistance of sands
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Static shear and liquefaction potential of sand
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SPT and relative density in coarse sands
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An experimental examination of the critical state and other similar concepts for granular soils
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DOI |
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Discussion: Measurement of the shear strength of soils
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Empirical formula of SPT blow counts for gravely soils
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Equililibre des Massifs Frottement Interne
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Drained stength characteristics of sands
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A unique critical state for sand
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DOI ScienceOn |
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The Terzaghi Lecture: Role of the "Calulated risk" in earthwork and founsation engineering
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Mechanics of Particulate materials
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Fundamental factors affecting liquefaction susceptibility of sands
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