Mechanism Research of Arch Dam Abutment Forces during Overload

Table 3

Results of Case 2.

Location	Left bank			Right bank
	(N)	(N)	Mz (NM)	(N)	(N)	Mz (NM)
Arch layer 1	138468000	347820000	−16028900000	−144378000	344538000	15335700000
Arch layer 2	283616000	482485000	−37084800000	−299808000	472144000	37679300000
Arch layer 3	350106000	496601000	−50615200000	−365112000	485884000	53431400000
Arch layer 4	363385000	450292000	−57932300000	−366974000	447602000	59130300000
Arch layer 5	331747000	376998000	−58273100000	−329376000	379073000	58210600000
Arch layer 6	261230000	284287000	−50529500000	−258569000	286717000	50318600000
Arch layer 7	162000000	172400000	−34878100000	−158443000	175670000	33894400000
Arch layer 8	41941800	44389400	−10027500000	−40478500	45724800	9471470000