道路设计-仰斜式挡土墙细部尺寸表及工程量Excel计算表

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

埋入土内片石换填二灰土

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

回填土方

α=90-atan(n 2)β=atan(n1)

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