Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment

Figure 5

Changes in water content of each monitoring point over time. (a) Sensor no. 1. (b) Sensor no. 2. (c) Sensor no. 3. (d) Sensor no. 4. (e) Sensor no. 5. (f) Sensor no. 6. (g) Sensor no. 7. (h) Sensor no. 8. (i) Sensor no. 9.

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