Research Article
Study on Treatment of Loess Landslide Based on Nanosilica and Fly Ash Composite Stabilizer Filling Fissures
Figure 8
Effects of filling material content on the stress-axial strain curves for various controlled net confining pressures: (a) σ3–ua = 50 kPa and (b) σ3–ua = 200 kPa.
| (a) |
| (b) |