Study on Deformation Mechanism and Control Measures of Tanziyan Landslide

Table 2

Calculation results of retaining wall.

Retaining wall number	Antisliding	Resistance to capsizing	Foundation stress and eccentricity				Wall bottom section strength
			e	(kPa)	(kPa)	(kPa)		(kPa)	(kPa)
D01	2.076	4.013	0.129	96.537	42.648	69.592	0.129	96.537	-7.721
Repair the road shoulder	2.553	3.050	0.143	115.242	21.382	68.312	0.143	115.242	-11.269
Results evaluation	>1.3	>1.5	Comply with relevant specifications