Analysis of Foundation Pit Support Selection and Design Problems in Deep Soft Soil Area

Table 9

Maximum bending moment of cantilever piles with different overload and excavation depth (KN · m).

Overload (kPa)	Excavation depth (m)
	4	5	6	7
0	452	1,549	3,781	7,546
5	670	2,038	4,655	8,919
10	953	2,624	5,657	10,451
15	1,309	3,313	6,794	12,149
20	1746	4,116	8,077	14,025