Research Article
Comparative Study on Mechanical Properties of Compacted Clay under Freeze-Thaw Cycles with Closed and Open Systems
Figure 10
Deviator stress-strain curve in the open system. (a) σ3 = 50 kpa. (b) σ3 = 100 kpa. (c) σ3 = 150 kpa.
(a) |
(b) |
(c) |