Evaluation of Undrained Bearing Capacities of Wide-Shallow Bucket Foundation with Honeycomb Bulkheads in Clay

<div>Example of the FE mesh (<i>d/D</i> = 0.3). (a) Bucket foundation with honeycomb bulkheads. (b) Bucket foundation without bulkheads. (c) Soil and foundation model.</div>

Advances in Civil Engineering

fig2

Figure 2

Figure 2: Evaluation of Undrained Bearing Capacities of Wide-Shallow Bucket Foundation with Honeycomb Bulkheads in Clay 