Oedometric Consolidation Tests
Notation:
- \(\epsilon_z\) = Vertical strain
- \(\sigma^\prime_z\) = Effective vertical stress
- \(Dr\) = Initial relative density
Particle size distribution curves after tests were also included in test results.
Sand Type: CS2-1
- \(H\) = Sample height (\(H=20\) mm)
- \(D\) = Sample diameter (\(D=79.8\) mm)
Sand Type: CS2-1
- \(H=\)Sample height (\(H=80\) mm)
- \(D=\)Sample diameter (\(D=100\) mm)
Sand Type: CS2-2
- \(H=\)Sample height (\(H=80\) mm)
- \(D=\)Sample diameter (\(D=100\) mm)
Contributors：Kaifeng Zeng; Zhen-Yu Yin; Huabei Liu
Institutions: The Hong Kong Polytechnic University; Huazhong University of Science and Technology
Publications in journal: Zeng, K. F., and H. B. Liu. 2023. “Experimental study on the timedependent oedometric compression behavior of calcareous sand.” J. Geotech. Geoenviron. Eng. 149 (5): 04023025. https://doi.org/10.1061/JGGEFK.GTENG-10739.