Numerical Simulation Study on Construction Effect of Top-Down Construction Method of Suspended Diaphragm Wall for Deep and Large Foundation Pit in Complex Stratum

Table 10

Summary of the corresponding depth of the maximum bending moment of the anchor lock foot suspended foot connecting wall.

Working procedure	Suspended foot diaphragm wall (west, the length is 45.82 m)		Suspended foot diaphragm wall (east, the length is 51.98 m)
	Maximum bending moment(kN∙m/m)	The depth of diaphragm wall(m)	Maximum bending moment(kN∙m/m)	The depth of diaphragm wall(m)
The first excavation(−2.000 m)	333.942/−230.579	−27.49/−43.53	460.319/−184.544	−33.79/−49.38
The third excavation(−13.400 m)	751.792/−436.294	−27.49/−43.53	1198.865/−414.313	−23.39/−49.38
The fifth excavation(−24.550 m)	2042.740/−1060.720	−34.37/−43.53	3626.023/−1160.760	−33.79/−49.38
The seventh excavation(−34.145 m)	2596.272/−1049.140	−34.37/−43.53	4425.413/−1356.545	−38.99/−49.38
The first excavation(−2.000 m)	2576.597/−191.356	−34.37/−43.53	4239.727/−168.822	−41.58/−49.38
Remarks	Among the maximum bending moments in the table, the maximum positive bending moment value is before “/”, and the maximum negative bending moment value is after “/”, respectively corresponding to the depth of diaphragm wall.