重力式挡墙计算表G.xls

5 7 9 D h = b 单位工程 α 墙背倾角 b1 φ 土的内摩角 b2 γ 墙后土的容重 B δ 墙背与填料间的内摩角 h1 β 墙顶填土倾角 h2 f 基地摩擦系数 a γ 挡土墙容重 v K K= E= 1/2*H2Kγ Ex= Ey= 汽车—超20级时荷载换算 w 挡土墙重力 W Z H= γ= a= W1= Kc 滑动稳定系数= (W+Ey)f/Ex W2= h0 200/〔13+0.577（H+2a）〕*γ= K0 倾覆稳定系数= (WZw+EyZy)/ExZx W3= h-h1 e 基地和力偏心距= B/2-(WZw+EyZy-ExZx)/(W+Ey) σ1 墙趾和墙踵处压力= ((W+Ey)/B)*(1+6e/B) + - Zn= B/6= WZw EyZy ψ= ExZx θ= tgθ= A= k= K1= Ex= ZY= ZX= γ挡土墙容重= B= (WZw+EyZy-ExZx)/(W+Ey)= h = (E1*0.45+1)/5+0.5 W11= W12= B1/2= B1/6= Z1n= e1= σ11= HIII (E1*0.2+0.6)/5+0.5 Z1n= σ11= 5.00 9.14 .60 .35 2.00 2.00 .80 .60 .35 2.00 .40 .60 .35 5.00 210.17 23.00 .80 19.29 .34 20.30 .58 .35 3.55 .35 .80 .60 .40 .59 6.00 35.00 .61 .00 .00 19.00 .50 .41 2.00 2.00 1.00 1.00 2.00 2.00 50.77 .74 46.36 .74 119.04 1.00 2.00 .50 2.00 91.73 75.86 68.76 1.00 2.00 .04 .62 2.00 52.98 43.82 210.17 .60 .35 2.00 2.00 .80 .60 .35 .50 .40 .60 .35 5.00 1.30 75.90 .60 .50 1.10 1.56 121.76 .35 .50 2.00 2.00 2.04 .60 .35 .50 .67 2.00 .80 2.53 .70 .60 .50 .60 .35 .50 .67 .40 .50 2.00 .35 2.00 .60 .35 .50 .67 2.00 .40 .33 .50 8.92 .35 .60 5.00 .50 .40 .40 4.60 .50 .40 .48 2.00 2.68 .60 .35 .50 .67 .80 145.72 1.00 6.00 1.83 .33 .50 147.07 2.00 3.00 74.15 .80 .07 .62 .40 53.13 75.90 .60 .50 .70 65.37 .35 .07 .62 2.00 2.00 .71 .40 .35 .07 .62 .67 .33 199.81 121.76 .35 .50 2.00 2.00 1.64 .60 .35 .50 .67 2.00 .40 1.74 .80 .35 .07 .62 .67 168.16 91.73 1.83 .33 .50 1.34 .33 .07 .62 173.12 75.86 2.28 .60 .35 .50 .67 .40 1.31 .07 .62 .35 1.20 2.00 .44 3.00 2.53 .44 .86 .93 2.00 -68.88 2.00 1.00 6.00 2.00 .89 2.00 .77 3.26 1.00 2.00 .47 .73 .65 .81 1.00 2.00 .41 7.00 14.94 .60 .35 2.00 2.00 .80 .60 .35 2.00 .40 .60 .35 5.00 343.71 23.00 1.00 19.29 .34 20.30 .58 .35 4.25 .35 .80 .60 .40 .71 6.00 35.00 .61 .00 .00 19.00 .50 .41 2.00 2.00 1.00 1.00 2.00 2.00 112.93 .69 93.21 .69 221.35 1.00 2.00 .50 2.00 170.58 141.06 146.43 1.00 2.00 .04 .62 2.00 112.84 93.32 343.71 .60 .35 2.00 2.00 .80 .60 .35 .50 .40 .60 .35 5.00 1.34 103.50 .60 .50 1.10 1.42 226.41 .35 .50 2.00 2.00 2.27