[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fdMnYEF7REv0eXU-wcHl87r6P7gBEjZBPLblM7MvmeCE":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":24,"type":25},[],"2023-09-01 16:22:04",96101321,[8,9,10,11],"场地回填","房心回填","基础回填","管沟回填",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},7,"740a30fcd2a6a212a42ee2e01ab7e6e2","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002Ff295a63af8094d3ced248ffc888f6fc7.png","工程计量与计价（2020春）","2e35393778dc43c182195b881899a7b4","6.4","( )是指室内地坪以下,由室外地坪标高填至地坪垫层底标高的夯填土,按主墙间净面积乘以回填厚度计算,不扣除间壁墙",[21,26,36,46,56,62,71],{"answer":22,"createTime":5,"id":6,"options":23,"question":19,"source":24,"type":25},[],[8,9,10,11],"v1",0,{"answer":27,"createTime":28,"id":29,"options":30,"question":35,"source":24,"type":25},[],"2023-09-01 16:22:05",96101322,[31,32,33,34],"40.09 m3","35 m3","34.97 m3","46.96 m3","某工程土方开挖体积为46.96 m3,已知设计室外地坪以下:垫层体积6.87m3、独立基础体积5.09m3,混凝土柱0.03m3,则基础回填体积为( )",{"answer":37,"createTime":38,"id":39,"options":40,"question":45,"source":24,"type":25},[],"2023-09-23 17:56:07",98051058,[41,42,43,44],"500mm","600mm","700mm","800mm","管道沟槽回填工程量以挖土体积减去管径所占体积计算.管径在( )以下不扣除管道所占体积",{"answer":47,"createTime":48,"id":49,"options":50,"question":55,"source":24,"type":25},[],"2023-09-23 17:56:08",98051060,[51,52,53,54],"回填土方项目特征应包括填方来源及运距","室内回填应扣除间隔墙所占体积","场地回填按设计回填尺寸以面积计算","基础回填不扣除基本垫层所占体积","根据《房屋建筑与装饰工程工程量计量规范》(GB50854—2013),关于土石方回填工程量计算,说法正确的是( )",{"answer":57,"createTime":58,"id":59,"options":60,"question":61,"source":24,"type":25},[],"2024-10-08 11:48:12",160922638,[8,9,10,11],"是指室内地坪以下,由室外地坪标高填至地坪垫层底标高的夯填土,按主墙间净面积乘以回填厚度计算,不扣除间壁墙",{"answer":63,"createTime":64,"id":65,"options":66,"question":69,"source":24,"type":70},[],"2024-12-26 09:08:04",174099255,[67,68],"正确","错误","基础回填按基础挖方体积减去设计室外地坪以下埋设的基础体积计算.( √ )",3,{"answer":72,"createTime":73,"id":74,"options":75,"question":76,"source":24,"type":70},[],"2025-11-11 20:11:46",232190305,[67,68],"基础回填按基础挖方体积减去设计室外地坪以下埋设的基础体积计算.( )"]