Mechanism Research of Arch Dam Abutment Forces during Overload

Table 2

Results of Case 1.

Location	Left bank			Right bank
	(N)	(N)	Mz (Nm)	(N)	(N)	Mz (NM)
Arch layer 1	64505100	167958000	−7709350000	−67725400	166091000	7369330000
Arch layer 2	141117000	240493000	−18486000000	−149254000	235289000	18784000000
Arch layer 3	175053000	248301000	−25307600000	−182556000	242942000	26715700000
Arch layer 4	181693000	225146000	−28966100000	−183487000	223801000	29565200000
Arch layer 5	165873000	188499000	−29136600000	−164688000	189537000	29105300000
Arch layer 6	130615000	142144000	−25264700000	−129284000	143358000	25159300000
Arch layer 7	81000100	86200100	−17439100000	−79221500	87835000	16947200000
Arch layer 8	20970900	22194700	−5013750000	−20239300	22862400	4735740000