Mechanism Research of Arch Dam Abutment Forces during Overload

Table 6

Results of Case 5.

Location	Left bank			Right bank
	(N)	(N)	Mz (NM)	(N)	(N)	Mz (NM)
Arch layer 1	360356000	887405000	−40987600000	−374335000	879878000	39234600000
Arch layer 2	711112000	1208460000	−92881100000	−751471000	1182710000	94365000000
Arch layer 3	875264000	1241500000	−126538000000	−912781000	1214710000	133578000000
Arch layer 4	908463000	1125730000	−144831000000	−917434000	1119000000	147826000000
Arch layer 5	829367000	942494000	−145683000000	−823440000	947683000	145527000000
Arch layer 6	653076000	710718000	−126324000000	−646422000	716792000	125796000000
Arch layer 7	405000000	431001000	−87195300000	−396108000	439175000	84736000000
Arch layer 8	104855000	110973000	−25068700000	−101196000	114312000	23678700000