Research Article
Hazards and Treatment of Collapsible Loess Foundation on Ultrahigh Voltage Transmission Lines
Figure 17
Optimised scheme 1: (a)–(c) horizontal displacement, vertical displacement, and saturation after 30 hr of rainfall infiltration; (d)–(f) the horizontal displacement, vertical displacement, and saturation after rainfall infiltration ceases.
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| (b) |
| (c) |
| (d) |
| (e) |
| (f) |