Determination of Critical State Parameters in Sandy Soils from Standard Triaxial Testing (II) : Experiment and Recommendation |
조계춘 (Civil & Environmental Engrg., KAIST) |
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Soil liquefaction and cyclic mobility evaluation for level during earthquakes
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The steady state of deformation
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Mapping of earthquake-induced liquefaction for seismic zonation
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A state parameter for sands
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DOI ScienceOn |
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7 |
Earthquake-resistant design code for industrial and civil buildings
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8 |
Determination of critical state parameters in sandy soils-Simple procedure
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DOI ScienceOn |
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Liquefaction evaluation procedure
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DOI |
10 |
Liquefaction potential of sands using the CPT
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DOI |
11 |
Minimum undrained strength versus steadystate strenfth of sands
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DOI |
12 |
Some factors affecting the liquefaction and flow of saturated sands in laboratory tests
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DOI |
13 |
Undrained sand behavior in axisymmetric tests at high pressures
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DOI |
14 |
Engineering seismology
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15 |
Evaluation of the liquefaction of sand by static cone penetration test
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Effect of static shear on resistance to liquefaction
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17 |
Undrained monotonic and cyclic strength of sand
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DOI ScienceOn |
18 |
Void ratio evolution inside shear bands in traxial sand specomens studied by computed tomography
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DOI ScienceOn |
19 |
The steady state of sandy soils
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DOI ScienceOn |
20 |
Unsaturated Soil Stiffness and Post-Liquefaction Shear Strength
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21 |
Liquefaction of sands
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22 |
Liquefaction in silty soils: Design and analysis
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Mechanics of granular materials at low effective stresses
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DOI ScienceOn |
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25 |
Prediction of pore water pressure buildup and liquefzction of sands during earthquakes by the cyclic strain method
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26 |
Correspondence on shear characteristics of a saturated silt measured in triaxial compression
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DOI |
27 |
Regression models for evaluating liquefaction probability
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DOI |
28 |
Water Conservancy and Hydroelectric Power Scientific Research Institute
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29 |
A Critical Assessment of Moist Tamping and Its Effect on the Initial and Evolving Structure of Dilatant Triaxial Specimens
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30 |
Liquefaction and cyclic deformation of sands a critical review
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31 |
Evaluation of liquefaction potential using field performance data
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DOI |
32 |
The critical state of sands
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DOI |
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Prediction of drained strength of sands from relative density measurements
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34 |
Liquefaction susceptibility and geologic Engineering
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35 |
On the measurement of critical state parameters of dense granular soils
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36 |
Mechanics of particulate materials
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37 |
Factors affecting apparent position of Steady-state line
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DOI ScienceOn |
38 |
Discussion: Measurement of the shear strength of soils
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39 |
The Rankine Lecture: Liquefaction and flow failure during earthquakes
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DOI |
40 |
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41 |
Liquefaction and cyclic mobility of sands: a criticaal review
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42 |
Simplified procedure for evaluating soil liquefaction potential
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