挡土墙结构尺寸及工程量
勿删
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
回填土方
γ=90+β-αδ=α
α=90-atan(n 2)β=atan(n1)
ω=180-γ-δ弧度角度1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638 1.325875.9638