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Effect of Initial Stress Conditions on the Threshold Shear Strain of Nanjing's Saturated Fine Sand 被引量:4
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作者 Chen Guoxing Pan Hua 《Earthquake Research in China》 2010年第1期128-136,共9页
By using GDS dynamic hollow cylinder torsional apparatus, a series of cyclic torsional triaxial tests under complex initial consolidation condition are performed on Nanjing saturated fine sand. The effects of the init... By using GDS dynamic hollow cylinder torsional apparatus, a series of cyclic torsional triaxial tests under complex initial consolidation condition are performed on Nanjing saturated fine sand. The effects of the initial principal stress direction αo, the initial ratio of deviatoric stress η0, the initial average effective principal stress Po and the initial intermediate principal stress parameter b0 on the threshold shear strain γt of Nanjing saturated fine sand are then systematically investigated. The results show that γt increases as η0,p0 and b0 increase respectively, while the other three parameters remain constant. ao has a great influence on γt, which is reduced when ao increases from 0° to 45°and increased when α0 increases from 45° to 90°. The effect of α0 on γt, plays a leading role and the effect of η0 will weaken when ao is approximately 45°. 展开更多
关键词 Nanjing saturated fine sand Initial stress condition Threshold shear strain Hollow cylinder torsional apparatus cyclic torsional triaxial
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