【答案解析】[解析] K
a3=tan
2(45°-ψ/2)=tan
2(45°-36°/2)=0.26
③层土顶面主动土压力强度

=(18.5×3+18.9×2+19.1×1+5)×0.26-0
+[(3+3-5)-(3+3-5)×1.0×0.26]×10
=30.52kPa(h
wa=5m≤h=6m,η
wa=1.0)
③层底面主动土压力强度

=(18.5×3+18.9×2+19.1×1+18×4+5)×0.26-0+[(10-5)
-(10-5)×1×0.26]×10
=49.24+37=86.24kPa(h
wa=5m≤h=10m,η
wa=1.0)
