Experimental Study on Impermeability Law of Aquiclude Reconstructed by Mudstone of External Dump in Arid Zone

Figure 12

Numerical simulation total water head stress cloud diagram with different thickness and 0.5 mm at different times: (a) 0.5 mm/5 cm soil column pressure head at different times. (b) 0.5 mm/10 cm soil column pressure head at different times. (c).5 mm/20 cm soil column pressure head at different times.

(a)

(b)

(c)