[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fOaM3Iw8Tok8LPW5nFSpecZEOL4wUBCTZw3EPM1NuWFE":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":18,"related":19,"source":27,"type":38},[],"2023-05-09 02:34:47",83222912,[8,9,10,11],"墙下独立基础","柱下条形基础","柱下独立基础","墙下条形基础",{"courseId":13,"courseImg":14,"courseName":15,"workId":16,"workName":17},"1000050513","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F9ee06b2ea8dfb6e229af7f841c8a57fd.jpg","基础工程","27029296","基础工程教程考试","下列基础中,( )通过过梁将上部荷载传给基础",[20,29,39,44,49,58,63,68,76,84],{"answer":21,"createTime":5,"id":22,"options":23,"question":26,"source":27,"type":28},[],83222857,[24,25],"对","错","筏形基础可与桩基础联合形成桩筏基础.( )","v2",3,{"answer":30,"createTime":5,"id":31,"options":32,"question":37,"source":27,"type":38},[],83222858,[33,34,35,36],"倾斜","局部倾斜","沉降量","沉降差","砌体承重结构对地基变形控制的主要特征值是( )",0,{"answer":40,"createTime":5,"id":41,"options":42,"question":43,"source":27,"type":38},[],83222860,[33,34,35,36],"高层建筑对地基变形控制的主要特征值是( )",{"answer":45,"createTime":5,"id":46,"options":47,"question":48,"source":27,"type":28},[],83222864,[24,25],"无筋扩展基础造价较高.( )",{"answer":50,"createTime":5,"id":51,"options":52,"question":57,"source":27,"type":38},[],83222872,[53,54,55,56],"倾斜与局部倾斜","沉降差与局部倾斜","沉降量与倾斜","沉降量与局部倾斜","与敏感性结构(半刚性结构)有关的地基变形特征是( )",{"answer":59,"createTime":5,"id":60,"options":61,"question":62,"source":27,"type":28},[],83222873,[24,25],"人工挖孔桩是挤土桩.( )",{"answer":64,"createTime":5,"id":65,"options":66,"question":67,"source":27,"type":28},[],83222874,[24,25],"基床系数可通过现场试验获得.( )",{"answer":69,"createTime":5,"id":70,"options":71,"question":75,"source":27,"type":38},[],83222877,[72,73,74],"框架结构","排架结构","筒体结构","下列何种结构对地基的不均匀沉降最敏感( )",{"answer":77,"createTime":5,"id":78,"options":79,"question":83,"source":27,"type":38},[],83222878,[80,81,82],"kN \u002F m","kN \u002F m2","kN \u002F m3","文克勒弹性地基模型的基本概念是假定地基任一点所受的压力强度 p 只与该点的地基变形s成正比,比例系数称为基床系数,试问基床系数的量纲是什么( )",{"answer":85,"createTime":5,"id":86,"options":87,"question":88,"source":27,"type":28},[],83222880,[24,25],"浅层平板载荷试验获得的地基承载力需要进行修正.( )"]