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 YDM. (a) Wall deflection at ZTQ-6. (b) Wall deformations at GL-26.0m in various cross-sections (d/L).</div>

Advances in Civil Engineering

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Figure 15

Figure 15: A Modified Elastic Foundation Beam Method for Analyzing Lateral Wall Deformation in Excavations with Cross Wall 