A Modified Elastic Foundation Beam Method for Analyzing Lateral Wall Deformation in Excavations with Cross Wall

<div>Comparison of the computed maximum lateral wall deflections at various sections and those from field observation for case 2. (a) Wall deformation at SI-8. (b) Wall deformations at GL-30.0m in various cross-sections (d/L).</div>

Advances in Civil Engineering

fig12

Figure 12

Figure 12: A Modified Elastic Foundation Beam Method for Analyzing Lateral Wall Deformation in Excavations with Cross Wall 