Research Article
Shear Properties and Mechanism of Freeze-Thaw Interface in Unsaturated Coarse-Grained Soil from Qinghai-Tibet Plateau
Figure 10
Shear strength composition of freeze-thaw interface in CGS. (a) = 9.0%. (b) = 11.5%. (c) = 14.0%.
(a) |
(b) |
(c) |