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路基重力式挡土墙应该怎么设计？

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路基重力式挡土墙应该怎么设计？

浏览：26次 | 提问时间： 08-03 08:44

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3个答案

生来平胸不怕狼 08-03 08:45

一、确定墙高　　二、墙上荷载(主动土压力、墙上移动荷载、振动系数)　　三、墙体型式　　四、墙底基底承载力　　五、计算　　1)抗倾覆计算(主动土压力+移动荷载*振动系数)　　2)抗滑动计算(同上   )　　3)墙身水平截面强度验算　　4)墙身垂直截面变位计算(截面应力校核)　　六、设计　　1、根据具体情况，通过技术和经济比较，确定墙址位置;　　2、测绘墙址处的纵向地面线，核对路基横断面图，收集墙址处的地质和水文等*;　　3、选择墙后填料，确定填料的物理力学计算参数和地基计算参数;　　4、进行挡土墙断面型式、构造和材料设计，确定有关计算参数;　　5、进行挡土墙的纵向布置;　　6、用计算法或套用标准图确定挡土墙的断面尺寸;　　7、绘制挡土墙立面、横断面和平面图。

热情太够 08-03 08:54

与传统倾斜基底抗滑动的措施相比,可节约20%左右的挡土墙圬工体积。可以利用代数法设计挡土墙断面尺寸，那样可以扩大点面积的。

天国少女 08-03 09:02

大庄二级公路重力式挡土墙设计     3   山坡墙设置在路堑或路堤上方，用于支撑山坡上可能坍滑的覆盖层、破碎岩层或山体滑坡(图1-1e、图1-1f)。   1挡土墙适用条件   挡土墙类型的划分方法较多，一般以挡土墙的结构形式分类为主，常见的挡土墙形式有：重力式、衡重式、悬臂式、扶壁式、加筋土式、锚杆式和锚定板式。各类挡土墙的适用范围取决于墙址地形、工程地质、水文地质、建筑材料、墙的用途、施工方法、技术经济条件及当地的经济等因素。   重力式挡土墙   重力式挡土墙一般由块石或混凝土材料砌筑。重力式挡土墙是靠墙身自重保证墙身稳定的，因此，墙身截面较大，适用于小型工程，通常墙高小于8米，但结构简单，施工方便，能就地取材，因此广泛应用于实际工程中。   悬臂式挡土墙   当地基土质较差或缺少石料而墙又较高时，通常采用悬臂式挡土墙，一般设计成L型（图1.2a），由钢筋混凝土建造，墙的稳定性主要依靠墙踵悬臂以上土重来维持。墙体内设置钢筋以承受拉应力，故墙身截面较小。   扶壁式挡土墙   由墙面板、墙趾板、墙踵板和扶肋组成，即沿悬臂式挡土墙的墙长方向，每隔一定距离增设一道扶肋，把墙面板和墙踵板连接起来。（图1.2b）适用于缺乏石料的地区或地基承载力较差的地段。当墙高较高时，比悬臂式挡土墙更为经济。

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