The Stress Calculation Methods of Antislide Structures with Continuous Ladders

Table 8

A comparative table of the interaction between the antislide members and geotechnical materials.

Member	Maximum analytical calculation of interaction Q (kN/m)	Maximum numerical simulation of interaction Q′ (kN/m)	Q/Q′	Minimum analytical calculation of interaction q (kN/m)	Minimum numerical simulation of interaction q′ (kN/m)	q/q′
AC	2116.450	19906.400	0.106	−377.440	−19826.880	0.019
CE	3996.419	4144.950	0.964	−5561.500	−2786.002	1.996
EG	1657.950	6617.800	0.251	−241.304	−17461.030	0.014
GI	6368.149	6823.890	0.933	−8349.600	−5572.640	1.498
IN	1185.100	44410.500	0.027	−280.824	−18480.410	0.015
KM	6445.194	2584.850	2.493	−10196.900	−1224.288	8.329
NP	3736.121	5745.290	0.650	−13305.950	−5764.500	2.308
Total	6445.194	44410.500	0.145	−13305.950	−19826.880	0.671