Variation of Undrained Shear Behavior with Consolidation Stress Ratio of Nakdong River Sand |
김영수
(경북대학교 토목공학과)
정성관 (경북대학교 조경학과) 송준혁 (㈜석탑엔지니어링 기술연구소) 정동길 (㈜서영기술단 도시철도팀) |
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Effects of Static Shear on Resistance to Liquefaction
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Canadian liquefaction experiment-sand characterizing for static and dynamic liquefaction
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Pore pressure buildup inintially sheared sand subjected to irregular excitation
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Undrained shear characteristics of saturated sand under anisotropic consolidation
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Shear strength and stiffness of silty sand
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The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
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Strength-deformation characteristics of a soil subjected to initial shear stress
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Stress-dilatancy, earth pressures and slopes
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Undrained monotonic and cyclic triaxial strength of sand
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Liquefaction of soils during earthquakes
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Dynamic strength of anisotropically consolidated sand
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The strength and dilatancy of sands
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Static shear and liquefaction potential
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Liquefaction and flow failure during earthquakes
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