A Numerical Study of Ground Displacement and Stress Conditions of Small and Medium Circular Diaphragm Wall during Excavation

<div>Radial stress distribution behind the wall with a depth at the center of Gutter 7 after soil excavation:effect of construction method. (a) Direct practice. (b) Inverse method.</div>

Advances in Civil Engineering

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Figure 19

Figure 19: A Numerical Study of Ground Displacement and Stress Conditions of Small and Medium Circular Diaphragm Wall during Excavation 