Characteristics of Undrained Static Shear Behavior for Sand Due to Aging Effect
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김영수
(경북대학교 토목공학과)
김대만 (경북대학교 토목공학과) |
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Liquefaction of sands
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2 |
Undrained deformation and liquefaction of sand under cyclic stresses
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3 |
Time dependant cone penetrantion resistance due to blasting
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4 |
Undrained shear characteristics of saturated sand under anisotropic consolidation
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ScienceOn |
5 |
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6 |
Undrained stength and stability analysis for a quick sand
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7 |
Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
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8 |
Deformation under the constant stress state and its effect on stress-strain behaviour of Fraser river sand
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9 |
Liquegaction and postliquefaction behavior of sand
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ScienceOn |
10 |
Triggering liquefation flow slides in coastal soil deposits
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ScienceOn |
11 |
Post densification penetration resistance of clean sands
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12 |
The mechanical aging of soils
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13 |
Time-dependant strength gain in freshly deposited or densified sands
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15 |
Liquefaction and flow failure during earthquake
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16 |
Yielding and locking of confined sand
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17 |
Shear modulus: a time dependant soil property
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18 |
Effects of static shear on resistance to liquefaction
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19 |
Cyclic and monotonic undrained response of saturated sands
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20 |
Sterss path and steady state
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