悬臂式混凝土挡土墙

1.土体参数及墙体材料100.5301300C3014.319HRB4003602.侧向土压力0.33385.63103.0173.墙身的内力及配筋263.50.250.93一.墙体参数：2908墙宽b：300底板厚度h：4004.地基承载力验算墙趾b1：1200h1：520039.0030.00148.2015墙踵b2：1500挡土高度H：560018.666715a1750基础埋深s：400a21500室内层高：4800a32250a422505.基础版的内力及配筋计算墙趾部分154.21156125.230.59208.190.796.墙体的抗倾覆稳定407.70.983墙踵部分7.墙体的抗滑移稳定验算104.491.051.3140.650.0720.9810761301.60.500.50悬臂式混凝土挡土墙0.07993129.99160.3899.377.401.96208：地面上的活载q：内摩擦角：粘聚力c：地基土的摩擦系数：地基承载力特征值af混凝土强度等级：钢筋强度等级：)245(tan2oaKaaaaaKqhKhEEE1212121)2131(1211hEhEMaQaGO2ocsbhfM)11(5.0ssoysshfMA1G2G3GaaKHE2121aaqHKE2GHEHEaGaGaGaGbeaa21443322112/13/1)(2bGPk)61(minmaxbebGppkkmaxmax35.1kppminmin35.1kpp)(minmax2min1ppbbbpp211max1)2(61bppM2ocsbhfM)11(5.0ssoysshfMA24'231)(bGGGqG)(minmax2min2ppbbpp222min12)23(61bppqM2ocsbhfM)11(5.0ssoysshfMA332211aGaGaGMrHEHEMaas212131srtMMK21321)(aasEEGGGK：土重度)/(mmKN4GaaKhE21121aaKqhE126baf2.1'2G