[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fZzrUVGYvazzRGEemuIxHYhs_tVZfJEP7kP39E2cCAKM":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":29,"type":30},[],"2025-03-16 18:45:37",179335399,[8,9,10,11],"直线法","简化Bishop法","不平衡推力法","弧线法",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},8,"02e6ceac4f4038d4f14e3cef8b0682a0","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F767275b1704754c56811bdba275fffdd.jpg","路基路面工程","work_41332226","第3章 路基设计","我国现行规范要求:高路堤的堤身稳定性宜采用( )进行分析计算",[21,31,40,46,55,64,73,82],{"answer":22,"createTime":5,"id":23,"options":24,"question":28,"source":29,"type":30},[],179335392,[8,25,26,27],"圆孤法","折线法","传递法","砂性土路堤的稳定性验算通常采用( )","v1",0,{"answer":32,"createTime":5,"id":33,"options":34,"question":39,"source":29,"type":30},[],179335393,[35,36,37,38],"坍塌","碎落","崩塌","滑塌","路基岩质边坡整体岩块在重力作用下发生倾倒和崩落现象,这种路基的病害被称为( )",{"answer":41,"createTime":5,"id":42,"options":43,"question":45,"source":29,"type":30},[],179335394,[44,26,8,27],"圆弧法","粘性土路堤的稳定性验算通常采用( )",{"answer":47,"createTime":5,"id":48,"options":49,"question":54,"source":29,"type":30},[],179335395,[50,51,52,53],"路基高度与路基宽度之比","路基宽度与路基高度之比","边坡高度与边坡宽度之比","边坡宽度与边坡高度之比","路基边坡坡率为( )",{"answer":56,"createTime":5,"id":57,"options":58,"question":63,"source":29,"type":30},[],179335396,[59,60,61,62],"对地面纵、横坡较陡处必须挖台阶再填筑,从而保证路基不沿坡向有滑动可能性","必要时,可设置石砌护脚进行路基防护","满足最小填土高度要求","天然路基不需要压实,只需要进行清表整平处理","关于一般路堤和矮路堤的构造要求叙述错误的是( )",{"answer":65,"createTime":5,"id":66,"options":67,"question":72,"source":29,"type":30},[],179335397,[68,69,70,71],"路基边坡坡度","路基宽度","路基最小填土高度","路基高度","在平坦地区地势低,水文条件差,易受地面水和地下水的影响,设计时应注意满足( )的要求",{"answer":74,"createTime":5,"id":75,"options":76,"question":81,"source":29,"type":30},[],179335398,[77,78,79,80],"最小冻结深度","路基工作区高度","设计洪水位及考虑壅水和浪高","地下水位","浸水路堤的设计中,一般按( )等因素选定路堤高程",{"answer":83,"createTime":5,"id":6,"options":84,"question":19,"source":29,"type":30},[],[8,9,10,11]]