仰斜式挡土墙细部尺寸表及工程量计算-道路工程Excel计算系列
挡土墙结构尺寸及工程量
123合计换填深度襟边0.080.470.83 1.38100700.120.57 1.04 1.73100700.170.67 1.24 2.08100700.230.78 1.45 2.45100700.32 1.09 1.50 2.91100700.42 1.46 1.51 3.39100700.53 1.88 1.47 3.88100700.65 2.36 1.39 4.40100700.76
2.83
1.27
4.86
100
70
换填二灰土埋入土内片石
坡度单侧加宽基础埋深
弧度
角度
弧度
角度
弧度
角度
弧度
角度0.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25501500.197411.30990.245014.0362 1.618492.72630.197411.30990.25
50
150
0.197411.30990.245014.0362 1.618492.7263
0.1974
11.3099
γ=90+β-αδ=α
α=90-atan(n 2)β=atan(n1)回填土方
ω=180-γ-δ弧度角度######75.9638 ######75.9638 ######75.9638 ######75.9638 ######75.9638 ######75.9638 ######75.9638 ######75.9638 ######75.9638