Advances in Civil Engineering / 2020 / Article / Fig 5

Research Article

Experimental Study on Static Load of Large-Diameter Piles in Nonuniform Gravel Soil

Figure 5

The reinforcement layout and strain gauges layout of the test pile. (a) Empty-bottom pile No. 1. (b) Solid-bottom pile No. 2 and No. 3. (c) Solid-bottom pile No. 4. (d) Plan of layout of pile.
(a)
(b)
(c)
(d)

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