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[{"id":8070,"title":"为提高岩体的整体性和抗变形能力,主要采用( )。","stem":"","options":"帷幕灌浆^*@*^接触灌浆^*@*^接缝灌浆^*@*^固结灌浆","answer":"D","explanation":""},{"id":11161,"title":"《防汛条例》规定,防汛抗洪工作实行( )负责制。","stem":"","options":"各级防汛指挥部门^*@*^各级防汛指挥首长^*@*^各级人民政府行政首长^*@*^流域管理机构首长","answer":"C","explanation":""},{"id":8875,"title":"施工现场临时性桥梁,宽度应不小于施工车辆最大宽度的( )倍。","stem":"","options":"1^*@*^1.5^*@*^2^*@*^2.5","answer":"B","explanation":""},{"id":8368,"title":"对于钢筋直径小于或等于( )的非轴心受拉构件等的接头,可采用绑扎接头。","stem":"","options":"20mm^*@*^22mm^*@*^25mm^*@*^28mm","answer":"C","explanation":""},{"id":8024,"title":"为防止土石围堰与岸坡接头部位产生集中绕渗破坏,主要通过( )和嵌入岸坡等方法来实现。","stem":"","options":"扩大接触面^*@*^预埋止水片^*@*^接缝灌浆^*@*^接触灌浆","answer":"A","explanation":""},{"id":8273,"title":"混凝土面板垂直缝砂浆条铺设的施工程序正确的是( )。","stem":"","options":"先铺止水,再铺砂浆,架立侧模^*@*^先铺砂浆,再铺止水,架立侧模^*@*^架立侧模,再铺止水,铺砂浆^*@*^架立侧模,再铺砂浆,铺止水","answer":"B","explanation":""},{"id":9872,"title":"施工单位应当在( ),根据所承担的工程项目施工特点和范围,制定施工现场施工质量与安全事故应急预案,建立应急救援组织或配备应急救援人员并明确职责。","stem":"","options":"投标时^*@*^事故发生前^*@*^开工前^*@*^设计交底前","answer":"C","explanation":""},{"id":8810,"title":"立式水轮机安装程序是( )。","stem":"","options":"由下而上安装,先装水轮机后装发电机^*@*^由下而上安装,先装发电机后装水轮机^*@*^由上而下安装,先装发电机后装水轮机^*@*^由上而下安装,先装水轮机后装发电机","answer":"A","explanation":""},{"id":9302,"title":"根据《水利水电工程标准施工招标文件》,招标文件对分包的要求不包括( )。","stem":"","options":"分包内容^*@*^分包金额^*@*^接受分包的第三人资质要求^*@*^接受分包的第三人项目组织机构","answer":"D","explanation":""},{"id":10138,"title":"水电建设工程施工企业应建立、健全以( )为核心的安全管理制度。","stem":"","options":"安全工作体系^*@*^安全管理机构^*@*^安全生产责任制^*@*^领导责任制","answer":"C","explanation":""},{"id":11451,"title":"根据《水工建筑物水泥灌浆施工技术规范》(DL\/T5148-2001),隧洞回填灌浆应在衬砌混凝土达( )设计强度后进行。","stem":"","options":"50%^*@*^60%^*@*^70%^*@*^80%","answer":"C","explanation":""},{"id":7657,"title":"混凝土建筑物立模细部轮廓点的放样位置,以距设计线( )为宜。","stem":"","options":"0.1~0.2m^*@*^0.2~0.4m^*@*^0.2~0.5m^*@*^0.5m以上","answer":"C","explanation":""},{"id":7593,"title":"在大地测量、城市和矿山控制测量、建筑物变形测量、水下地形测量等方面得到广泛应用的是( )。","stem":"","options":"全站仪^*@*^电磁波测距仪^*@*^全球定位系统^*@*^经纬仪","answer":"C","explanation":""},{"id":10361,"title":"根据《水利工程建设项目档案管理规定》,水利工程档案的保管期限分为( ),其中长期档案的实际保存期限,不得短于( )。","stem":"","options":"永久和长期两种 50年^*@*^永久和长期两种 30年^*@*^永久、长期、短期三种 工程实际寿命^*@*^永久、长期、短期三种 70年","answer":"C","explanation":""},{"id":9254,"title":"水工大坝工程专业承包三级企业可以承担( )。","stem":"","options":"单项合同额不超过企业注册资本金5倍的各类坝型的坝基处理、永久和临时水工建筑物及其辅助生产设施的施工^*@*^单项合同额不超过企业注册资本金5倍、50m及以下各类坝型坝基处理、永久和临时水工建筑物及其辅助生产设施的施工^*@*^单项合同额不超过企业注册资本金4倍、60m及以下各类坝型坝基处理、永久和临时水工建筑物及其辅助生产设施的施工^*@*^单项合同额不超过企业注册资本金3倍、70m及以下各类坝型坝基处理、永久和临时水工建筑物及其辅助生产设施的施工","answer":"B","explanation":""},{"id":9483,"title":"根据《水利水电工程标准施工招标文件》,提供现场测量基准资料系( )的主要义务和责任。","stem":"","options":"质量监督机构^*@*^监理人^*@*^发包人^*@*^相关水行政主管部门","answer":"C","explanation":""},{"id":11150,"title":"《水土保持法》规定,禁止在( )度以上陡坡地开垦种植农作物。","stem":"","options":"15^*@*^20^*@*^25^*@*^30","answer":"C","explanation":""},{"id":8601,"title":"离心式泥泵与离心水泵不同之处在于( )。","stem":"","options":"叶轮直径较小、叶片数量较小^*@*^叶轮直径较大、叶片数量较小^*@*^叶轮直径较大、叶片数量较大^*@*^叶轮直径较小、叶片数量较大","answer":"B","explanation":""},{"id":9380,"title":"根据《水利水电工程标准施工招标文件》,在规定的保修期内,出现工程质量问题,一般由原施工单位承担保修,所需费用由( )承担。","stem":"","options":"项目法人^*@*^施工单位^*@*^保修单位^*@*^责任方","answer":"D","explanation":""},{"id":9325,"title":"项目法人分包管理职责是以下内容,除( )之外。","stem":"","options":"审核分包内容^*@*^审核分包单位资质^*@*^指定分包商^*@*^监督检查分包合同实施,防止再次分包","answer":"C","explanation":""},{"id":11037,"title":"工程项目划分及开工申报是施工监理( )的基本内容。","stem":"","options":"工程费用控制^*@*^工程进度控制^*@*^合同商务管理^*@*^工程质量控制","answer":"D","explanation":""},{"id":9251,"title":"水利建设市场主体信用信息中的基本信息不包括( )。","stem":"","options":"名称^*@*^注册资金^*@*^业绩^*@*^财务状况","answer":"D","explanation":""},{"id":8591,"title":"绞吸式挖泥船的基本施工方法是( )。","stem":"","options":"竖挖法^*@*^横挖法^*@*^正挖法^*@*^反挖法","answer":"B","explanation":""},{"id":10264,"title":"水利水电工程竣工初步验收的成果是( )。","stem":"","options":"竣工验收鉴定书初稿^*@*^初步验收鉴定书^*@*^初步验收工作报告^*@*^初步验收签证","answer":"C","explanation":""},{"id":9461,"title":"某大型水闸下游海漫护坡工程中,土工膜的单价及各阶段的工程量如表1F420040-4所示,则计算时发包人应支付给承包人的价款应为( )元。
","stem":"","options":"900^*@*^780^*@*^960^*@*^840","answer":"B","explanation":""},{"id":9327,"title":"关于水利水电工程施工分包,下列说法中正确的是( )。","stem":"","options":"建筑工程主体结构的施工必须由总承包单位自行完成^*@*^分包单位可以将其承包的工程分包给具有相应资质条件的单位^*@*^除指定分包外,分包工程量一般不超过承包合同总额的40%^*@*^施工总承包单位可以将承包工程中的任一分部工程发包给分包单位","answer":"A","explanation":""},{"id":9715,"title":"根据《水利工程质量监督管理规定》,( )有权提请有关部门奖励先进质量管理单位及个人。","stem":"","options":"建设单位^*@*^设计单位^*@*^上级水行政主管部门^*@*^质量监督机构","answer":"D","explanation":""},{"id":8870,"title":"机械如在110kV高压线下进行工作或通过时,其最高点与高压线之间的最小垂直距离不得小于( )m。","stem":"","options":"2^*@*^3^*@*^4^*@*^5","answer":"C","explanation":""},{"id":9300,"title":"根据《水利水电工程标准施工招标文件》,关于评标委员会下列正确的说法有( )。","stem":"","options":"最低7人^*@*^最低5人^*@*^招标人代表必须占1/3^*@*^招标人代表近亲属不得参加评标","answer":"A","explanation":""},{"id":9312,"title":"根据《水利水电工程标准施工招标文件》,在综合评估法初步评审和详细评审中,均需评审的因素包括( )。","stem":"","options":"营业执照^*@*^项目经理资格^*@*^投标人业绩^*@*^施工组织设计","answer":"C","explanation":""},{"id":11042,"title":"监理单位与承建单位的关系是( )。","stem":"","options":"合同委托与被委托的关系^*@*^协作、配合的关系^*@*^监理与被监理的关系^*@*^委托与被委托的关系","answer":"C","explanation":""},{"id":11183,"title":"最新《大中型水利水电工程建设征地补偿和移民安置条例》于( )由国务院修改并颁布施行。","stem":"","options":"1991年^*@*^1995年^*@*^2001年^*@*^2006年","answer":"D","explanation":""},{"id":10093,"title":"单元工程的检查验收,在施工单位自检合格的基础上,由( )进行终检验收。","stem":"","options":"项目法人^*@*^监理单位^*@*^质量监督单位^*@*^施工单位","answer":"B","explanation":""},{"id":10222,"title":"水泵机组的各台机组运行时间为带额定负荷连续运行24h(含无故障停机)或7天内累计运行48h(含全站机组联合运行小时数),全部机组联合运行时间一般为6h,且机组无故障停机次数不少于3次。执行机组运行时间确有困难时,可由验收委员会或上级主管部门根据具体情况适当减少,但最少不宜少于( )h。","stem":"","options":"1^*@*^2^*@*^6^*@*^4","answer":"B","explanation":""},{"id":9877,"title":"生产经营规模较小,可以不建立应急救援组织的,应当指定( )应急救援人员。","stem":"","options":"专职的^*@*^临时的^*@*^兼职的^*@*^专业的","answer":"C","explanation":""},{"id":10089,"title":"根据《水电建设工程质量管理暂行办法》,( )负责向质监总站进行事故报告。","stem":"","options":"项目法人^*@*^施工单位^*@*^监理单位^*@*^设计单位","answer":"A","explanation":""},{"id":9519,"title":"某泵站工程由于征地工作未完成导致工期延误且时间较长,尽管承包人采取了赶工措施仍无法实现按期完工。根据《水利水电工程标准施工招标文件》,上述的赶工费用应由( )承担。","stem":"","options":"发包人^*@*^承包人^*@*^设计单位^*@*^监理人","answer":"A","explanation":""},{"id":10004,"title":"建筑施工安全检查评分分( )等级。","stem":"","options":"合格、不合格2个^*@*^优良、合格、不合格3个^*@*^达标、不达标2个^*@*^优、良、合格、不合格4个","answer":"B","explanation":""},{"id":11040,"title":"监理单位与业主(项目法人)的关系是( )。","stem":"","options":"合同委托与被委托的关系^*@*^协作、配合的关系^*@*^监理与被监理的关系^*@*^委托与被委托的关系","answer":"A","explanation":""},{"id":9320,"title":"根据《水利工程建设项目施工分包管理暂行规定》,分包工程量除项目法人在标书中指定部分外,一般不得超过承包合同总额的( )。","stem":"","options":"15%^*@*^20%^*@*^30%^*@*^40%","answer":"C","explanation":""},{"id":9789,"title":"项目法人应当将水利工程中的拆除工程和爆破工程发包给具有相应( )的施工单位。","stem":"","options":"建筑工程施工资质^*@*^拆除工程施工资质^*@*^爆破工程施工资质^*@*^水利水电工程施工资质等级","answer":"D","explanation":""},{"id":9035,"title":"必须招标的水利工程施工项目包括( )。","stem":"","options":"应急度汛项目^*@*^国家水利项目^*@*^地方重点水利项目^*@*^施工单项合同估算价高于200万元人民币的项目","answer":"C","explanation":""},{"id":9401,"title":"某大型水利水电工程施工过程中,承包人未通知监理机构及有关方面人员到现场验收,即将隐蔽部位覆盖,事后监理机构指示承包人采用钻孔探测进行检验,发现检查结果合格,由此增加的费用应由( )承担。","stem":"","options":"发包人^*@*^监理人^*@*^承包人^*@*^分包商","answer":"C","explanation":"承包人未通知监理人到场检查,私自将工程隐蔽部位覆盖的,监理人有权指示承包人钻孔探测或揭开检查,由此增加的费用和(或)工期延误由承包人承担。"},{"id":10031,"title":"根据《水电建设工程质量管理暂行办法》,( )负责向质监总站报告工程质量工作。","stem":"","options":"项目法人^*@*^监理单位^*@*^施工单位^*@*^质监总站驻工地代表","answer":"A","explanation":""},{"id":7993,"title":"结构可靠度设计采用概率极限状态设计原则,以( )设计表达式进行。","stem":"","options":"安全系数^*@*^分项系数^*@*^渗透系数^*@*^概率系数","answer":"B","explanation":""},{"id":11440,"title":"根据《水工碾压混凝土施工规范》(DL\/T5112-2000),碾压混凝土坝的混凝土抗冻、抗渗检验的合格率不应低于( )。","stem":"","options":"60%^*@*^70%^*@*^80%^*@*^90%","answer":"C","explanation":"混凝土抗冻、抗渗检验的合格率不应低于80%。"},{"id":8017,"title":"全段围堰导流法包括明渠导流、隧洞导流和( )。","stem":"","options":"涵管导流^*@*^永久建筑物导流^*@*^厂房导流^*@*^束窄河床导流","answer":"A","explanation":""},{"id":10047,"title":"监理单位对其验收合格项目的施工质量负( )。","stem":"","options":"部分责任^*@*^间接责任^*@*^直接责任^*@*^全面责任","answer":"C","explanation":""},{"id":9647,"title":"根据《水利水电工程标准施工资格预审文件》,不可修改的内容有( )。","stem":"","options":"资格预审公告^*@*^申请人须知^*@*^资格审查办法前附表^*@*^资格预审文件格式","answer":"B","explanation":""}]
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