Table 1 Eq. (14) coefficient.

From: Mindlin solution on ground deformation caused by the trench excavation during installation of concrete diaphragm wall panels

Parameter

Value

Parameter

Value

m1

− 7.86E2

m2

8.88

m3

4.70E6

m4

− 1.44E5

m5

− 9.91E4

–

–

  1. Equation (14) is simple in calculation and can be used to calculate the horizontal displacement of soil caused by diaphragm excavation in related cases.
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