①黏土:
②砂土:
Ka=tan2 (45°-38°/2)=0.238
Ea=1/2×20×0.238H2=2.38H2
③两者总主动土压力相等
2.38H2=4.55(H-2.96) 2
H2=1.91(H-2.96) 2
H=1.38(H-2.96)
H=10.7m
④如果黏土计算错误: