【正确答案】
A
【答案解析】根据《建筑边坡工程技术规范》17.2.3条、5.3.2条:
查规范表5.3.2,取Fst=1.30
由规范附录A.0.3条:
P1=T1-R1/Fst=G1sinθ1-(G1cosθ1tanφ1+c1L1)/Fst
=15000sin36°-(15000cos36°tan20°+30×40)/1.30
=4496.11kN/m
ψ1=cos(36°-14°)-sin(36°-14°)tan16°/1.30=0.845
滑块②的剩余下滑力P2:
P2=P1妒ψ1+T2-R2/Fst
=4496.11×0.845+38000sin14°-(38000cos14°tan16°+20×60)/1.30
=3936.35kN/m