Mobilizable Strength Design for Multibench Retained Excavation

Table 2

The displacements calculated by the MSD and FD method.

	or (kPa)	R1 or R2 (m)	Crest displacement (MSD) (cm)	Crest displacement (FD) (cm)
1RS	19.0	1.1	29.94	27.56
2RS	37.4	0.1	25.63	32.75