Research Article

Analysis of Dynamic Coupling Characteristics of the Slope Reinforced by Sheet Pile Wall

Table 1

Material parameters.

MaterialCalculation modelVolume WeightCohesionInternal friction angle ()Bulk modulusShear modulusElastic modulusPoisson ratio
kN/m3kPa°kPakPakPa

Sliding bodyMohr-Coulomb191924
BedrockMohr-Coulomb245040
PileElastic25
Retaining plateElastic250.2