[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fvaKtVnvL367_lVVVcsTsXxuhF4MxVi8vileXnX7zK1k":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":31,"type":32},[],"2024-01-10 11:38:13",129972307,[8,9,10,11],"m=ms+mw+ma","m=ms+mw","Vv=Vs+Va","V=Vw+Vs",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},45,"4c9175225e875f9a101198ebab0a761e","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F7eeba0ac3bcadb27f70f86b9926e241c.jpg","建筑施工技术","work_29359536","第一章作业","下列关于土的组成公式表达正确的是( )",[21,33,43,53,63,72,77,86,89,97],{"answer":22,"createTime":23,"id":24,"options":25,"question":30,"source":31,"type":32},[],"2024-01-12 21:30:24",129972286,[26,27,28,29],"4.5","3.5","3","4","如下图所示,基坑开挖深度H1=2m,h=0.5m,井点管距基坑底部远处边线距离L=2m,井点管埋设深度H=()m\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8dab4c88e822319d8d5f1994458979b2.png\">","v1",0,{"answer":34,"createTime":35,"id":36,"options":37,"question":42,"source":31,"type":32},[],"2024-01-12 21:30:27",129972288,[38,39,40,41],"无压完整井","承压完整井","承压非完整井","无压非完整井","如下图所示,该井型为()\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F66b6783130899e10677613eb5dbcbfdc.png\">",{"answer":44,"createTime":45,"id":46,"options":47,"question":52,"source":31,"type":32},[],"2024-01-12 21:30:25",129972291,[48,49,50,51],"0.03m","0.3m","0.4m","0.35m","如图所示l=20m,x=12m,hx=( ) \u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F2ac3928efbe0b0bd6d2201a0942f22b4.png\">",{"answer":54,"createTime":55,"id":56,"options":57,"question":62,"source":31,"type":32},[],"2024-01-12 21:30:26",129972293,[58,59,60,61],"238.46m3","248m3","192.31m3","167.74m3","已知某项目基坑工程,需回填一体积量为200m3基坑,回填土拟使用二类土,土体最初可松性系数为1.24, 最终可松性系数为1.04, 回填该基坑需开挖多少该类土( )",{"answer":64,"createTime":23,"id":65,"options":66,"question":71,"source":31,"type":32},[],129972300,[67,68,69,70],"选择土方机械","确定场地的设计标高","定调配方案","计算挖方量和填方量","场地平整前的首要工作是( )",{"answer":73,"createTime":5,"id":74,"options":75,"question":76,"source":31,"type":32},[],129972303,[26,28,29,27],"如下图所示,基坑开挖深度H1=3m,h=0.5m,井点管距基坑底部远处边线距离L=5m,井点管埋设深度H=()m\u003Cimg src=\"https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F25c2fc4154ac7ea1c649cbe9bb1584b5.png\">",{"answer":78,"createTime":5,"id":79,"options":80,"question":85,"source":31,"type":32},[],129972305,[81,82,83,84],"轻型井点降水法","电渗井点降水法","深井井点降水法","喷射井点降水法","某工程由于基坑开挖需要,需将地下水位降低35m,下列哪种降水方法可以满足降水要求.( )",{"answer":87,"createTime":5,"id":6,"options":88,"question":19,"source":31,"type":32},[],[8,9,10,11],{"answer":90,"createTime":55,"id":91,"options":92,"question":96,"source":31,"type":32},[],129972312,[93,94,95,29],"6","10","8","一级轻型井点的最大降水深度为( )m",{"answer":98,"createTime":35,"id":99,"options":100,"question":105,"source":31,"type":32},[],129972321,[101,102,103,104],"论证会上,专家对专项方案内容是否完整、可行等内容进行了论证","建设单位项目负责人参加会议","施工单位分管安全的负责人参加会议","论证会专家组成员共6名","关于基坑工程专项施工方案专家论证错误的是( )"]