2015年二级建造师考试题库-《公路工程》2.pdf

2015 年二级建造师考试题库:公路工程 2 11.边沟施工应注意的要点有()。A 路堤靠山一侧的坡脚应设置不渗水的边沟B 边沟一般设置于高填方地段C 土质地段的边沟纵坡大于3%时应采取加固措施D.边沟设置于挖方地段和填土高度小于边沟深度的填方地段E.平曲线处边沟施工时，沟底纵坡应与曲线前后沟底纵坡跌水衔接答案：A C D 12.下列关于暗沟施工要点的说法正确的是()。A 暗沟沟底必须埋人透水层内，沟壁最低一排渗水孔应高出沟底至少 l00mm B.寒冷地区的暗沟应做好防冻保温处理，出口处也应进行防冻保温处理文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3C.暗沟的沟底纵坡宜大于1%，条件困难时沟底纵坡应大于0.5%D.暗沟顶面必须设置土工布作封闭层E.暗沟沿沟槽底每隔1015m 或在软硬岩层分界处应设置沉降缝和伸缩缝答案：B C E 13.路基防护与加固工程设施的类型可分为()等。文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3A 边坡坡面防护B.河堤河岸冲刷防护C.排除地表水的设施D.排除地下水的设施E.支挡建筑物答案：A B E 文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3解析：路基防护与加固工程设施的类型可分为A B E 和湿软地基加固 4 种。14.沿河河堤河岸冲刷防护中的直接防护包括()。A 顺坝B.植物C.砌石文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3D.石笼E.挡土墙答案：B C D E 解析：A 属于间接防护15.沿河河堤河岸冲刷防护中的间接防护包括()。文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3A 石笼B.丁坝C.顺坝等调治导流构造物D.改河营造护林带E.挡土墙答案：B C D 文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R316、路基防护工程中的封面的形式包括()。A 喷浆B 捶面C.抹面D.喷射混凝土文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3E.护面墙答案：A B C D 17.某工程一段风化岩石边坡需进行框格防护，框格骨架可以选用()。A 干砌片石骨架B 混凝土骨架C 条石骨架文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2P5I10 HX1T2H6E1P6 ZQ5G9I10R1R3文档编码:CE2P4G2