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 1. (a) Wall deformation at SID-1. (b) Wall deformations at GL-15.0 m in various cross-sections (d/L).</div>

Advances in Civil Engineering

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Figure 9

Figure 9: A Modified Elastic Foundation Beam Method for Analyzing Lateral Wall Deformation in Excavations with Cross Wall 