Optimization Method for Irregular Piled Raft Foundation on Layered Soil Media

Table 7

Details of the calculation progress.

Site	σi (MPa)	σj (MPa)	(MPa)	di (m)	(m)
σi = σi,max			6.4	1.5	1.7
σi = σi,min			7.4	1.5	1.3