仰斜式路肩墙水泥抗震

,,,,,,,,,,,,,,,,,,

,设计资料,,,"非抗震及抗震设防烈度为6°、7°(0.1g,0.15g)φ=35°μ=0.4γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,,,,,,,,,,,,,,

,,基础台阶宽度（mm）,bj,,,,,,,,,,,,,,

,,基础台阶高度（mm）,hj,,,,,,,,,,,,,,

,,基础基底逆坡高度（mm）,hn,,,,,,,,,,,,,,

,,基础基底宽度（mm）,Bd,,,,,,,,,,,,,,

,,挡土墙背坡坡度,m1,,,,,,,,,,,,,,

,,基底逆坡坡度,n,,,,,,,,,,,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,,,,,,,,,,,,,,

,,垂直面和破裂面的夹角(°),θ,,,,,,,,,,,,,,

,,抗滑移稳定性系数,Kc,,,,,,,,,,,,,,

,,抗倾覆稳定性系数,Ko,,,,,,,,,,,,,,

,,基础墙趾处压应力(kPa),p1,,,,,,,,,,,,,,

,,基础墙踵处压应力(kPa),p2,,,,,,,,,,,,,,

,,挡土墙的砌体体积(m³),v,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"非抗震及抗震设防烈度为6°、7°(0.1g,0.15g)

φ=35°μ=0.4γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.3γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1350,1600,2000,2400,2800,3200,3550,3950,4350,4750,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,156,180,220,259,302,346,385,429,473,512,,,,

,,基础基底宽度（mm）,Bd,1561,1805,2195,2585,3024,3463,3854,4293,4732,5122,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,24,43,67,96,130,170,215,266,322,383,,,,

,,垂直面和破裂面的夹角(°),θ,41.3,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.55,1.35,1.34,1.34,1.34,1.34,1.32,1.32,1.33,1.33,,,,

,,抗倾覆稳定性系数,Ko,4.04,3.33,3.23,3.16,3.17,3.18,3.13,3.14,3.15,3.12,,,,

,,基础墙趾处压应力(kPa),p1,23,42,58,77,88,100,115,125,138,155,,,,

,,基础墙踵处压应力(kPa),p2,110,137,170,201,235,269,300,334,368,399,,,,

,,挡土墙的砌体体积(m³),v,4.30,6.69,10.37,14.89,20.28,26.50,33.11,40.89,49.60,58.94,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.3γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,28

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.3γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1400,1700,2100,2550,2950,3350,3750,4150,4550,5000,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,161,190,229,273,317,361,405,449,493,537,,,,

,,基础基底宽度（mm）,Bd,1610,1902,2293,2732,3171,3610,4049,4488,4927,5366,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,26,45,70,101,137,179,227,280,339,403,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.52,1.36,1.34,1.35,1.34,1.33,1.33,1.32,1.32,1.32,,,,

,,抗倾覆稳定性系数,Ko,4.09,3.47,3.32,3.30,3.28,3.26,3.24,3.23,3.22,3.22,,,,

,,基础墙趾处压应力(kPa),p1,25,43,60,78,90,103,117,129,143,159,,,,

,,基础墙踵处压应力(kPa),p2,109,138,169,202,235,267,300,333,365,398,,,,

,,挡土墙的砌体体积(m³),v,4.46,7.11,10.89,15.83,21.38,27.75,34.99,42.98,51.89,62.08,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.3γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,29

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.3γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1450,1800,2200,2650,3100,3500,3950,4400,4800,5250,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,166,200,239,283,332,376,424,473,517,561,,,,

,,基础基底宽度（mm）,Bd,1659,2000,2390,2829,3317,3756,4244,4732,5171,5610,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,27,47,74,106,144,189,239,295,356,424,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.50,1.37,1.33,1.34,1.34,1.32,1.33,1.33,1.32,1.32,,,,

,,抗倾覆稳定性系数,Ko,4.14,3.62,3.41,3.36,3.38,3.34,3.35,3.37,3.34,3.32,,,,

,,基础墙趾处压应力(kPa),p1,27,44,62,81,93,107,119,131,145,163,,,,

,,基础墙踵处压应力(kPa),p2,108,138,168,200,234,266,299,334,365,397,,,,

,,挡土墙的砌体体积(m³),v,4.62,7.53,11.42,16.46,22.47,29.00,36.87,45.60,54.77,65.21,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.3γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,30

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.4γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1100,1300,1550,1850,2150,2400,2700,3000,3300,3600,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,132,151,176,205,239,268,302,337,371,400,,,,

,,基础基底宽度（mm）,Bd,1317,1512,1756,2049,2390,2683,3024,3366,3707,4000,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,24,42,65,94,128,167,211,261,316,376,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.67,1.46,1.38,1.37,1.36,1.33,1.33,1.33,1.33,1.33,,,,

,,抗倾覆稳定性系数,Ko,3.15,2.58,2.35,2.28,2.27,2.21,2.22,2.22,2.22,2.20,,,,

,,基础墙趾处压应力(kPa),p1,30,59,90,120,139,165,186,204,224,253,,,,

,,基础墙踵处压应力(kPa),p2,98,115,130,150,175,192,216,242,266,286,,,,

,,挡土墙的砌体体积(m³),v,3.51,5.44,8.03,11.47,15.55,19.85,25.17,31.03,37.60,44.62,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.4γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,31

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.4γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1150,1350,1600,1950,2250,2550,2850,3150,3450,3800,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,137,156,180,215,249,283,317,351,385,420,,,,

,,基础基底宽度（mm）,Bd,1366,1561,1805,2146,2488,2829,3171,3512,3854,4195,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,25,44,69,99,135,176,223,275,333,396,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.66,1.44,1.35,1.37,1.35,1.34,1.34,1.33,1.32,1.33,,,,

,,抗倾覆稳定性系数,Ko,3.21,2.61,2.36,2.34,2.32,2.30,2.29,2.28,2.27,2.27,,,,

,,基础墙趾处压应力(kPa),p1,32,61,94,120,141,162,184,204,227,251,,,,

,,基础墙踵处压应力(kPa),p2,98,113,128,152,175,198,220,244,266,291,,,,

,,挡土墙的砌体体积(m³),v,3.67,5.65,8.29,12.09,16.28,21.09,26.57,32.58,39.31,47.10,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.4γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,32

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.4γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1200,1400,1700,2000,2350,2650,3000,3300,3650,3950,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,141,161,190,220,259,293,332,366,405,434,,,,

,,基础基底宽度（mm）,Bd,1415,1610,1902,2195,2585,2927,3317,3659,4049,4341,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,27,47,72,104,142,185,234,289,350,416,,,,

,,垂直面和破裂面的夹角(°),θ,41.3,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.64,1.42,1.37,1.34,1.35,1.33,1.34,1.32,1.33,1.32,,,,

,,抗倾覆稳定性系数,Ko,3.27,2.63,2.46,2.34,2.37,2.33,2.36,2.33,2.35,2.30,,,,

,,基础墙趾处压应力(kPa),p1,33,63,92,125,142,165,183,205,223,255,,,,

,,基础墙踵处压应力(kPa),p2,97,112,131,148,175,197,224,245,272,289,,,,

,,挡土墙的砌体体积(m³),v,3.83,5.86,8.81,12.40,17.00,21.92,27.96,34.14,41.59,48.97,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.4γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,33

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.5γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1100,1300,1500,1700,1950,2250,2500,2700,3000,3250,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,132,151,171,190,220,254,283,307,341,366,,,,

,,基础基底宽度（mm）,Bd,1317,1512,1707,1902,2195,2537,2829,3073,3415,3659,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,24,42,65,94,127,166,211,260,314,374,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.70,1.53,1.42,1.35,1.34,1.35,1.34,1.30,1.32,1.31,,,,

,,抗倾覆稳定性系数,Ko,3.15,2.58,2.26,2.05,2.01,2.04,2.02,1.95,1.98,1.94,,,,

,,基础墙趾处压应力(kPa),p1,30,59,96,142,170,188,217,253,272,312,,,,

,,基础墙踵处压应力(kPa),p2,98,115,123,125,141,166,181,186,211,220,,,,

,,挡土墙的砌体体积(m³),v,3.51,5.44,7.77,10.54,14.11,18.61,23.31,27.93,34.20,40.29,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.5γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,34

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.5γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1150,1350,1550,1800,2050,2350,2600,2850,3150,3450,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,137,156,176,200,229,263,293,322,356,385,,,,

,,基础基底宽度（mm）,Bd,1366,1561,1756,2000,2293,2634,2927,3220,3561,3854,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,25,44,69,99,134,175,222,273,331,394,,,,

,,垂直面和破裂面的夹角(°),θ,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.69,1.51,1.40,1.36,1.34,1.34,1.32,1.31,1.31,1.32,,,,

,,抗倾覆稳定性系数,Ko,3.21,2.61,2.27,2.12,2.06,2.08,2.04,2.01,2.02,2.01,,,,

,,基础墙趾处压应力(kPa),p1,32,61,100,140,169,190,221,249,272,304,,,,

,,基础墙踵处压应力(kPa),p2,98,113,121,130,144,166,179,193,215,232,,,,

,,挡土墙的砌体体积(m³),v,3.67,5.65,8.03,11.16,14.83,19.44,24.24,29.48,35.90,42.76,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.5γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,35

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=30°μ=0.5γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1200,1400,1600,1850,2150,2450,2750,3000,3300,3600,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,141,161,180,205,239,273,307,337,371,400,,,,

,,基础基底宽度（mm）,Bd,1415,1610,1805,2049,2390,2732,3073,3366,3707,4000,,,,

,,挡土墙背坡坡度,m1,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,0.25,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,27,47,72,103,141,184,233,287,347,413,,,,

,,垂直面和破裂面的夹角(°),θ,41.3,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,41.2,,,,

,,抗滑移稳定性系数,Kc,1.68,1.50,1.38,1.34,1.34,1.33,1.33,1.31,1.31,1.31,,,,

,,抗倾覆稳定性系数,Ko,3.27,2.63,2.28,2.12,2.11,2.11,2.11,2.07,2.07,2.04,,,,

,,基础墙趾处压应力(kPa),p1,33,63,103,145,168,191,216,246,271,305,,,,

,,基础墙踵处压应力(kPa),p2,97,112,118,126,146,167,187,199,219,234,,,,

,,挡土墙的砌体体积(m³),v,3.83,5.86,8.29,11.47,15.55,20.26,25.63,31.03,37.60,44.62,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=30°μ=0.5γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,36

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.3γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1050,1250,1500,1750,2050,2350,2600,2900,3150,3450,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,142,167,196,225,265,304,338,377,412,446,,,,

,,基础基底宽度（mm）,Bd,1422,1667,1961,2255,2647,3039,3382,3775,4118,4461,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,20,35,55,79,107,140,177,219,264,314,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.64,1.45,1.38,1.34,1.35,1.35,1.33,1.34,1.32,1.32,,,,

,,抗倾覆稳定性系数,Ko,3.76,3.16,2.92,2.76,2.79,2.80,2.76,2.77,2.74,2.72,,,,

,,基础墙趾处压应力(kPa),p1,27,48,70,95,109,123,141,154,173,194,,,,

,,基础墙踵处压应力(kPa),p2,98,120,143,164,193,221,245,274,297,323,,,,

,,挡土墙的砌体体积(m³),v,3.60,5.67,8.45,11.81,16.14,21.15,26.41,32.68,39.14,46.62,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.3γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,37

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.3γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1100,1250,1550,1850,2150,2450,2750,3050,3350,3650,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,147,167,201,235,275,314,353,392,431,466,,,,

,,基础基底宽度（mm）,Bd,1471,1667,2010,2353,2745,3137,3529,3922,4314,4657,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,21,37,58,83,113,147,186,230,278,331,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.62,1.37,1.35,1.34,1.34,1.33,1.33,1.33,1.33,1.32,,,,

,,抗倾覆稳定性系数,Ko,3.84,3.06,2.93,2.85,2.84,2.84,2.84,2.84,2.84,2.80,,,,

,,基础墙趾处压应力(kPa),p1,28,52,73,95,111,126,142,156,172,194,,,,

,,基础墙踵处压应力(kPa),p2,98,116,142,166,193,221,248,276,302,327,,,,

,,挡土墙的砌体体积(m³),v,3.76,5.67,8.71,12.43,16.87,21.98,27.81,34.23,41.42,49.11,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.3γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,38

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.3γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,1100,1300,1650,1950,2300,2600,2900,3200,3550,3850,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,147,172,211,245,289,328,368,407,451,485,,,,

,,基础基底宽度（mm）,Bd,1471,1716,2108,2451,2892,3284,3676,4069,4510,4853,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,22,39,61,87,119,155,196,242,293,348,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.54,1.35,1.36,1.34,1.35,1.34,1.33,1.32,1.33,1.32,,,,

,,抗倾覆稳定性系数,Ko,3.72,3.10,3.05,2.93,2.98,2.95,2.92,2.91,2.94,2.89,,,,

,,基础墙趾处压应力(kPa),p1,30,53,72,96,109,125,143,158,172,195,,,,

,,基础墙踵处压应力(kPa),p2,96,116,144,167,198,224,250,277,307,331,,,,

,,挡土墙的砌体体积(m³),v,3.76,5.88,9.23,13.06,17.96,23.23,29.21,35.79,43.71,51.60,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.3γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,39

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.4γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,850,1000,1200,1350,1500,1700,1900,2150,2350,2550,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,123,142,167,186,211,240,270,304,333,358,,,,

,,基础基底宽度（mm）,Bd,1225,1422,1667,1863,2108,2402,2696,3039,3333,3578,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,20,35,54,78,106,138,174,215,261,310,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.79,1.57,1.50,1.41,1.35,1.34,1.34,1.36,1.35,1.34,,,,

,,抗倾覆稳定性系数,Ko,3.00,2.49,2.29,2.08,1.98,1.97,1.96,2.01,1.99,1.96,,,,

,,基础墙趾处压应力(kPa),p1,35,66,97,141,176,202,229,244,272,309,,,,

,,基础墙踵处压应力(kPa),p2,85,96,108,108,112,126,139,165,178,185,,,,

,,挡土墙的砌体体积(m³),v,2.98,4.63,6.89,9.33,12.16,15.77,19.90,24.92,30.04,35.45,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.4γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,40

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.4γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,900,1050,1200,1400,1600,1800,2050,2250,2450,2700,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,127,147,167,191,221,250,284,314,343,373,,,,

,,基础基底宽度（mm）,Bd,1275,1471,1667,1912,2206,2500,2843,3137,3431,3725,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,21,37,57,82,111,145,184,227,274,326,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.79,1.56,1.42,1.38,1.36,1.34,1.36,1.34,1.33,1.34,,,,

,,抗倾覆稳定性系数,Ko,3.09,2.53,2.22,2.09,2.05,2.02,2.06,2.03,2.01,2.01,,,,

,,基础墙趾处压应力(kPa),p1,36,66,106,144,172,199,220,246,275,305,,,,

,,基础墙踵处压应力(kPa),p2,86,97,100,107,120,132,153,167,178,194,,,,

,,挡土墙的砌体体积(m³),v,3.13,4.84,6.89,9.64,12.88,16.60,21.29,25.95,31.18,37.31,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.4γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,41

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.4γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,900,1050,1200,1450,1700,1900,2150,2350,2600,2850,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,127,147,167,196,230,260,294,324,358,387,,,,

,,基础基底宽度（mm）,Bd,1275,1471,1667,1961,2304,2598,2941,3235,3578,3873,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,22,38,60,86,117,152,193,238,288,343,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,1.70,1.48,1.35,1.36,1.37,1.34,1.35,1.33,1.34,1.34,,,,

,,抗倾覆稳定性系数,Ko,2.99,2.45,2.14,2.10,2.12,2.08,2.09,2.06,2.08,2.06,,,,

,,基础墙趾处压应力(kPa),p1,39,72,114,147,168,197,220,248,270,302,,,,

,,基础墙踵处压应力(kPa),p2,83,92,92,106,126,137,157,169,188,202,,,,

,,挡土墙的砌体体积(m³),v,3.13,4.84,6.89,9.95,13.61,17.42,22.22,26.98,32.88,39.17,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.4γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,42

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.5γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,850,1000,1200,1350,1500,1700,1900,2050,2250,2450,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,123,142,167,186,211,240,270,294,324,348,,,,

,,基础基底宽度（mm）,Bd,1225,1422,1667,1863,2108,2402,2696,2941,3235,3480,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,20,35,54,78,106,138,174,215,260,309,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,2.16,1.96,1.87,1.76,1.69,1.68,1.67,1.62,1.62,1.62,,,,

,,抗倾覆稳定性系数,Ko,3.00,2.49,2.29,2.08,1.98,1.97,1.96,1.91,1.91,1.88,,,,

,,基础墙趾处压应力(kPa),p1,35,66,97,141,176,202,229,264,292,330,,,,

,,基础墙踵处压应力(kPa),p2,85,96,108,108,112,126,139,142,155,161,,,,

,,挡土墙的砌体体积(m³),v,2.98,4.63,6.89,9.33,12.16,15.77,19.90,23.89,28.91,34.22,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.5γ=20kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,43

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.5γ=21kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,850,1050,1200,1350,1550,1750,1950,2100,2300,2550,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,123,147,167,186,216,245,275,299,328,358,,,,

,,基础基底宽度（mm）,Bd,1225,1471,1667,1863,2157,2451,2745,2990,3284,3578,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,21,37,57,82,111,145,183,226,273,325,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,2.08,1.95,1.78,1.67,1.65,1.63,1.62,1.58,1.57,1.59,,,,

,,抗倾覆稳定性系数,Ko,2.91,2.53,2.22,2.01,1.98,1.96,1.95,1.89,1.88,1.89,,,,

,,基础墙趾处压应力(kPa),p1,38,66,106,153,181,209,238,275,305,335,,,,

,,基础墙踵处压应力(kPa),p2,82,97,100,97,109,121,132,133,144,160,,,,

,,挡土墙的砌体体积(m³),v,2.98,4.84,6.89,9.33,12.52,16.19,20.36,24.41,29.48,35.45,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.5γ=21kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,44

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=35°μ=0.5γ=22kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H（mm）,,,3000,4000,5000,6000,7000,8000,9000,10000,11000,12000,,,,

,"基

础

尺

寸",墙宽（mm）,b,850,1050,1200,1400,1550,1800,2000,2150,2350,2600,,,,

,,基础台阶宽度（mm）,bj,250,250,250,250,300,350,400,450,500,500,,,,

,,基础台阶高度（mm）,hj,500,500,500,600,700,800,1000,1000,1200,1200,,,,

,,基础基底逆坡高度（mm）,hn,123,147,167,191,216,250,279,304,333,363,,,,

,,基础基底宽度（mm）,Bd,1225,1471,1667,1912,2157,2500,2794,3039,3333,3627,,,,

,,挡土墙背坡坡度,m1,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,0.20,,,,

,,基底逆坡坡度,n,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,,,,

,"主

要

参

数",主动土压力（kN/m）,Ea,22,38,60,86,116,152,192,237,287,341,,,,

,,垂直面和破裂面的夹角(°),θ,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,37.1,,,,

,,抗滑移稳定性系数,Kc,2.01,1.85,1.69,1.65,1.57,1.60,1.58,1.54,1.53,1.54,,,,

,,抗倾覆稳定性系数,Ko,2.82,2.45,2.14,2.02,1.92,1.96,1.94,1.87,1.86,1.87,,,,

,,基础墙趾处压应力(kPa),p1,42,72,114,155,195,215,246,285,317,349,,,,

,,基础墙踵处压应力(kPa),p2,79,92,92,96,96,117,126,125,134,148,,,,

,,挡土墙的砌体体积(m³),v,2.98,4.84,6.89,9.64,12.52,16.60,20.82,24.92,30.04,36.07,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,"抗震设防烈度8°(0.2g,0.3g)

φ=35°μ=0.5γ=22kN/m³",,,,墙高（H）:3~12m,

,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,现浇水泥混凝土仰斜式路肩墙截面尺寸及参数表,,,,图号,45

,,,,,,,,,,,,,,,,,,

,设计资料,,,"抗震设防烈度8°(0.2g,0.3g)φ=40°μ=0.3γ=20kN/m³",,,,,,,,,,简图,,,

,,,,现浇水泥混凝土－仰斜式－路肩墙,,,,,,,,,,,,,

,墙高H