岩土工程计算表格

编号6-6β0γ19H10α(ε)0φ35主动土压力计算δABCDKaEa17.50.671010.9537170.4550487820.9537170.24612233.817ζ

021.5021.5021.5021.5β

γ020021.5021.5021.5021.550505020Hα(ε)5.605050502022022022022

0φδ300220220220220

0.8596710.8596710.8596710.859671被动土压力计算

A1B20.7510.8596710.8596710.8596710.859671

0.14033010.14033010.14033010.1403301C3

0.250.14033010.14033010.14033010.140330110.45496122.27110.45496122.27110.45496122.27110.4549619.5634

D4KpEp13940.812.19799590.70912.19799590.70912.19799590.70912.1979994.5134

ζ

7-78-89-99-10