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A platform for research: civil engineering, architecture and urbanism
Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing
Undrained monotonic triaxial extension tests were performed on Sydney sand with fines (up to 20%) to examine and characterize different mechanical behaviors. Equivalent granular void ratio was used to synthesize test results. Test results show that soil manifested three forms of behaviors: flow, limited flow, and nonflow. Further, test results also show that static instability and steady state behaviors can be correlated with equivalent granular void ratio.
Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing
Undrained monotonic triaxial extension tests were performed on Sydney sand with fines (up to 20%) to examine and characterize different mechanical behaviors. Equivalent granular void ratio was used to synthesize test results. Test results show that soil manifested three forms of behaviors: flow, limited flow, and nonflow. Further, test results also show that static instability and steady state behaviors can be correlated with equivalent granular void ratio.
Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing
Baki, M. A. L. (author) / Rahman, M. M. (author) / Lo, S. R. (author)
Geo-Congress 2014 ; 2014 ; Atlanta, Georgia
Geo-Congress 2014 Technical Papers ; 149-156
2014-02-24
Conference paper
Electronic Resource
English
Undrained Monotonic Behaviours of Silty Sand in Triaxial Extension Shearing
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