Fig 1.
Calculation model of a pile-anchored retaining structure.
Fig 2.
Soil resistance module for the m-method and the modified method.
Fig 3.
Profile of the excavation project in Wenzhou, Zhejiang, China.
Table 1.
Physical-mechanical parameters of the Wenzhou soil layer.
Fig 4.
Relative displacement and moment of the retaining pile.
a: Lateral displacement. b: Moment of the cross section.
Table 2.
Convergence check of series solution.
Table 3.
Summary of six assumed cases.
Table 4.
Change percentage of displacement in six assumed cases.