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Undrained Dynamic Strength Behavior of Saturated Nanjing Fine Sand under Wave Load
Cyclic vertical-torsional coupling tests were performed on saturated Nanjing fine sand with a relative density of 50% using a hollow cylinder apparatus. The effect of complex initial stress conditions on undrained dynamic strength of saturated Nanjing fine sand was investigated. It is shown that the initial confining pressure, p 0 , the initial stress ratio, R 0 , and the initial angle of maximum principal stress direction, α 0 , have great effects on the characteristics of the dynamic strength of Nanjing fine sand. The dynamic strength increases with p 0 and R 0 , while it decreases with α 0 . The effect of initial intermediate principal stress parameter b 0 on the dynamic strength is slight.
Undrained Dynamic Strength Behavior of Saturated Nanjing Fine Sand under Wave Load
Cyclic vertical-torsional coupling tests were performed on saturated Nanjing fine sand with a relative density of 50% using a hollow cylinder apparatus. The effect of complex initial stress conditions on undrained dynamic strength of saturated Nanjing fine sand was investigated. It is shown that the initial confining pressure, p 0 , the initial stress ratio, R 0 , and the initial angle of maximum principal stress direction, α 0 , have great effects on the characteristics of the dynamic strength of Nanjing fine sand. The dynamic strength increases with p 0 and R 0 , while it decreases with α 0 . The effect of initial intermediate principal stress parameter b 0 on the dynamic strength is slight.
Undrained Dynamic Strength Behavior of Saturated Nanjing Fine Sand under Wave Load
Li, Xiaojun (author) / Pan, Hua / Chen, Guoxing
2016
Article (Journal)
English
Undrained Dynamic Strength Behavior of Saturated Nanjing Fine Sand under Wave Load
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