Research Article

Analysis of Vertical Load Transfer Mechanism of Assembled Lattice Diaphragm Wall in Collapsible Loess Area

Table 1

Soil layer calculation parameter.

Soil layer numberThickness h (m)Soil weight γ (kN/m3)Cohesion c (kPa)Internal friction angle φ (°)Elastic modulus E (kPa)Poisson’s ratio ν

1619.42518250000.31
215203519330000.35
33919.34822800000.35