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[{"id":10143,"title":"水运工程施工监理施工准备期监理主要工作内容包括（ ）。","stem":"","options":"召开第一次工地会议^*@*^审查承包人的工地实验室^*@*^参加设计交底会^*@*^审查承包人的质量管理体系^*@*^审查承包人的安全管理体系","answer":"A,B,C,D","explanation":"<br>"},{"id":10358,"title":"索赔按目的划分包括（ ）。","stem":"","options":"综合索赔^*@*^单项索赔^*@*^工期索赔^*@*^合同内索赔^*@*^费用索赔","answer":"C,E","explanation":"<br>"},{"id":10327,"title":"航道整治工程施工部署的内容和侧重点在航道整治工程施工中一般应包括（ ）。","stem":"","options":"确定工程主要项目程序^*@*^编制主要工程项目的施工方案^*@*^企业生产经营能力^*@*^编制施工总进度计划^*@*^划分项目施工阶段界线，确定分期交工项目组成","answer":"A,B,D,E","explanation":"<br>"},{"id":10014,"title":"水运工程施工招标可实行( )。","stem":"","options":"全部工程招标^*@*^单项工程招标^*@*^专业工程招标^*@*^分部工程招标^*@*^分项工程招标","answer":"A,B,C","explanation":"<br>"},{"id":9430,"title":"高性能混凝土的胶凝材料包括( )。","stem":"","options":"磨细矿粉^*@*^磨细矿渣粉^*@*^硅粉^*@*^优质粉煤灰^*@*^水泥","answer":"B,C,D,E","explanation":"<br>"},{"id":9450,"title":"排水固结法加固软土地基时，为监控施工和优化设计，在施工全过程中必须进行观测。监测项目有( )。","stem":"","options":"孔隙水压力^*@*^土的自重^*@*^侧向变形^*@*^分层沉降^*@*^总沉降","answer":"A,C,D,E","explanation":"<br>"},{"id":10157,"title":"企业发生重大事故及人身伤亡事故，必须立即将事故概况，用快速方法分别报告（ ）。","stem":"","options":"上级主管部门^*@*^行业安全管理部门^*@*^当地劳动部门^*@*^当地卫生部门^*@*^公安部门","answer":"A,B,C,E","explanation":"<p>\n\t企业发生重大事故及人身伤亡事故，必须立即将事故概况(包括伤亡人数、发生事故<span style=\"font-family:'', 'Microsoft YaHei', '';line-height:1.5;\">的时间、地点、原因)等，用快速方法分别报告上级主管部门、行业安全管理部门和当地<\/span><span style=\"font-family:'', 'Microsoft YaHei', '';line-height:1.5;\">劳动、公安、人民检察院及工会；事故发生单位属于国务院部委的，应同时向国务院有关<\/span><span style=\"font-family:'', 'Microsoft YaHei', '';line-height:1.5;\">主管部门报告。<\/span>\n<\/p>"},{"id":9334,"title":"孔隙比e是土中孔隙体积与土粒体积之比值，用于( )。","stem":"","options":"确定淤泥性土的分类^*@*^确定砂土的分类^*@*^确定黏性土的分类^*@*^确定粉土的分类^*@*^确定单桩极限承载力","answer":"A,E","explanation":"<br>"},{"id":9906,"title":"维护疏浚是为( )某一指定水域原定的尺度而清除水底淤积物的疏浚。","stem":"","options":"维护^*@*^恢复^*@*^新建^*@*^改建^*@*^扩建","answer":"A,B","explanation":"<br>"},{"id":10074,"title":"由承包商提供的工程施工担保包括( )等。","stem":"","options":"投标担保^*@*^履约担保^*@*^业主支付担保^*@*^工程保修担保^*@*^预付款担保","answer":"B,D,E","explanation":"<br>"},{"id":9339,"title":"普通硅酸盐水泥的强度等级分为( )。","stem":"","options":"22.5级、22.5R级^*@*^32.5级、32.5R级^*@*^42.5级、42.5R级^*@*^52.5级^*@*^52.5R级","answer":"B,C,D,E","explanation":"<br>"},{"id":9511,"title":"水下深层水泥搅拌法加固软土地基施工中应严格控制( )等参数，符合确定的施工工艺要求。","stem":"","options":"搅拌头的转速^*@*^贯入及提升速度^*@*^着底电流^*@*^水泥浆流量^*@*^水泥浆储浆罐液面高度","answer":"A,B,C,D","explanation":"<br>"},{"id":10058,"title":"水运工程开标后，在确定中标人之前，招标人不得与投标人就( )等实质性内容进行谈判。","stem":"","options":"工程施工期限^*@*^投标方案^*@*^工程地点^*@*^项目人员^*@*^投标价格","answer":"B,E","explanation":"<br>"},{"id":10289,"title":"高桩码头工程施工组织设计编制中，“工程项目主要情况”包括工程名称、建设地点、建设规模、总工期、（ ）、主要工程量、分包队伍选择、新技术、新材料应用等。","stem":"","options":"施工流程^*@*^质量规划^*@*^质量认证^*@*^质量等级^*@*^施工工艺特点","answer":"A,D,E","explanation":"<br>"},{"id":9343,"title":"影响港内水域面积的大小及布置形式的因素包括( )。","stem":"","options":"港口规模^*@*^港口建筑物的结构形式^*@*^港口掩护条件^*@*^港口的陆域条件^*@*^港口的水质","answer":"A,C,D","explanation":"<br>"},{"id":9743,"title":"预制构件装驳后应采取( )等措施，防止因风浪影响，造成构件倾倒或坠落。","stem":"","options":"加撑^*@*^加蓬盖^*@*^加焊^*@*^防海水侵蚀^*@*^系绑","answer":"A,C,E","explanation":"<br>"},{"id":10541,"title":"港口与航道工程现场文明施工的基本要求中，施工现场必须设置明显的标牌，标明工程项目名称、（ ）、项目经理和施工现场总代表人的姓名，开、竣工日期，施工许可证批准文号等。","stem":"","options":"建设单位^*@*^设计单位^*@*^施工单位^*@*^勘察单位^*@*^分包单位","answer":"A,B,C","explanation":"<br>"},{"id":10063,"title":"港航工程（包括土石方）工程价款变更的依据是( )。","stem":"","options":"经批准的工程量增减^*@*^经批准的设计变更^*@*^国家或地方工程造价部门公布价格或费用调整^*@*^一周内的停水、停电累计超过8h造成乙方损失^*@*^因建设单位原因的停水、停电损失","answer":"A,B,C","explanation":"<br>"},{"id":9432,"title":"高性能混凝土(HPC)的主要技术条件特征是( )。","stem":"","options":"大量掺用特定的矿物性掺合料^*@*^采用高效减水剂^*@*^采用低水胶比^*@*^采用低砂率^*@*^大尺寸粗骨料","answer":"A,B,C","explanation":"<br>"},{"id":10617,"title":"在水运工程投标过程中，投标人递交资格审查申请文件时，如( )，资格审查申请文件为无效。","stem":"","options":"未按期送达资格审查申请文件^*@*^未提交施工许可证^*@*^未按规定要求填写^*@*^缺少工期和质量保证措施^*@*^资格审查申请文件未盖公章","answer":"A,C,E","explanation":"<br>"},{"id":10300,"title":"高桩码头工程施工组织设计编制中，“各项资源的需用计划”包括：劳动力需用计划、材料需用计划、（ ）等。","stem":"","options":"工资计划^*@*^预制构件和半成品需用计划^*@*^施工船舶和机械需用计划^*@*^分期分批竣工项目计划^*@*^混凝土试验计划","answer":"B,C","explanation":"各项资源的需用计划主要包括：劳动力、材料、施工船舶和机械、预制构件和半成品需用计划。<br \/>"},{"id":9452,"title":"排水固结法的实质为在建筑物或构筑物建造前，先在拟建场地上施加或分级施加与其相当的荷载，使土体中孔隙水排出，孔隙体积变小，土体密实，( )，同时可消除沉降量，减小土体的压缩性，以便使工程安全顺利地建造，在使用期不致产生有害的沉降和沉降差。","stem":"","options":"提高软基的稳定性^*@*^提高软基的承载力^*@*^增加土的自重^*@*^增长土体的抗剪强度^*@*^改善土的颗粒级配组成","answer":"A,B,D","explanation":"<BR>"},{"id":9342,"title":"港内水域的组成，按其功能应包括( )。","stem":"","options":"船舶制动水域^*@*^泊位前停泊水域^*@*^船舶消防水域^*@*^港内环保水域^*@*^船舶调头水域","answer":"A,B,E","explanation":"<br>"},{"id":9542,"title":"港口航道工程测量建立矩形施工控制网的规定包括( )。","stem":"","options":"边长宜为100～200m^*@*^轴线方向与施工坐标轴线方向一致^*@*^矩形施工控制网的原点及轴线方位应与整个平面坐标系联测^*@*^边长宜为300～500m^*@*^矩形施工控制网轴线点位中误差不应大于50mm","answer":"A,B,C,E","explanation":"<br>"},{"id":9927,"title":"耙吸挖泥船的缺点有( )。","stem":"","options":"挖掘面平整度较差^*@*^需要拖轮拖带等辅助船舶配合^*@*^超挖量略大^*@*^抗风能力差^*@*^移船、调头时间较长","answer":"A,C","explanation":"<br>"},{"id":9984,"title":"吹填区排水口一般多布设在吹填区( )的地方。","stem":"","options":"中部^*@*^接近排泥管线出口^*@*^远离排泥管线出口^*@*^死角^*@*^排泥管线出口","answer":"C,D","explanation":"<br>"},{"id":9948,"title":"绞吸挖泥船开工展布包括( )。","stem":"","options":"避让^*@*^定船位^*@*^架设排泥管线^*@*^航修^*@*^抛锚","answer":"B,C,E","explanation":"<br>"},{"id":10011,"title":"公开招标，招标人通过国务院有关部门指定的( )发布招标公告进行招标。","stem":"","options":"报刊^*@*^中介机构^*@*^广告公司^*@*^电话^*@*^信息网络","answer":"A,E","explanation":"<br>"},{"id":10075,"title":"下面( )为履约担保方式。","stem":"","options":"履约保函^*@*^担保书^*@*^抵押^*@*^履约保证金","answer":"A,B,D","explanation":"<br>"}]
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