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[{"id":9847,"title":"整治建筑物根据其使用地区和工作状况的不同,其主要结构形式可分为( )。","stem":"","options":"斜坡式^*@*^重力式^*@*^直立式^*@*^浮式^*@*^混合式","answer":"A,C,E","explanation":"
"},{"id":10616,"title":"《水运工程质量检验标准》规定,在进行分项工程的质量检验时,将检验项目分为( )。","stem":"","options":"重要项目^*@*^验收批^*@*^特殊项目^*@*^一般检验项目^*@*^主要检验项目","answer":"B,D,E","explanation":"
"},{"id":9458,"title":"先张法张拉台座的长度应根据( )综合考虑确定。","stem":"","options":"构件长度^*@*^场区地形^*@*^张拉力的大小^*@*^每次张拉的构件件数^*@*^混凝土的强度","answer":"A,B,D","explanation":"张拉台座的长度,应根据桩、梁、板等构件通用长度和厂(场)区的地形,每次的张拉件数(生产能力)综合考虑。"},{"id":9742,"title":"预制构件安装前,应对预制构件的( )等进行复查。","stem":"","options":"类型编号^*@*^外形尺寸^*@*^混凝土强度^*@*^吊点^*@*^混凝土抗渗","answer":"A,B,C,D","explanation":"
"},{"id":10151,"title":"交通部水上交通事故分级标准与( )有关。","stem":"","options":"船舶吨位有关^*@*^船舶主机功率有关^*@*^伤亡人数有关^*@*^直接经济损失额有关^*@*^海域有关","answer":"A,B,C,D","explanation":"
"},{"id":10176,"title":"船舶起重作业时,严格遵守“六不吊”的规定。“六不吊”包括( )。","stem":"","options":"钩不垂直不吊^*@*^吃水不够不吊^*@*^风大不吊^*@*^超负载不吊^*@*^物件下有人不吊","answer":"A,B,D,E","explanation":"
"},{"id":9781,"title":"斜坡堤置换淤泥质软基的平面位置及深度的检查,可选用以下检查方法:( ),当采用其他方法时需进行论证。","stem":"","options":"体积平衡法^*@*^钻孔探摸法^*@*^探地触摸法^*@*^体积测量法^*@*^探地雷达法","answer":"A,B,E","explanation":"
"},{"id":10542,"title":"港口与航道工程现场文明施工是项目管理的一个重要部分,文明施工使场容美观整洁,道路畅通,材料收置有序,施工有条不紊,( )均能得到有效的保障,并且使得与项目有关的相关方都能达到满意。","stem":"","options":"安全^*@*^职工收入^*@*^保安^*@*^劳动纪律^*@*^消防","answer":"A,C,E","explanation":"
"},{"id":10064,"title":"根据FIDIC合同条款规定,工程师一般只对( )方面的工程项目进行计量。","stem":"","options":"工程量清单中的主要项目^*@*^工程量清单中的辅助项目^*@*^工程量清单中的全部项目^*@*^合同文件中规定的项目^*@*^工程变更项目","answer":"C,D,E","explanation":"
"},{"id":9390,"title":"基坑及其他开挖工程中垂直防渗结构形式有()。","stem":"管涌与流砂(土)防治的基本方法中,截水防渗措施的目的是隔断渗透途径或延长渗径、减小水力梯度。","options":"地下连续墙^*@*^板桩^*@*^插塑料排水板^*@*^MSW工法插筋水泥土墙^*@*^水泥搅拌墙","answer":"A,B,D,E","explanation":"
"},{"id":9944,"title":"衡量链斗挖泥船技术性能的主要参数有( )。","stem":"","options":"标称生产率^*@*^斗容^*@*^挖深^*@*^泥舱容积^*@*^航速","answer":"A,B,C","explanation":"
"},{"id":9739,"title":"高桩码头岸坡施工在沉桩后进行回填或抛石前,应先( )。抛填过程中,宜定时施测回淤量。清淤后应及时进行抛填,应做到随清随抛。","stem":"","options":"测量施工区域断面^*@*^清除回淤浮泥^*@*^清除塌坡泥土^*@*^选择施工船舶^*@*^备好抛填用料","answer":"B,C","explanation":"
"},{"id":10258,"title":"海上航行通告由国家主管机关或者区域主管机关以( )等新闻媒介发布。","stem":"","options":"广告公司^*@*^报纸^*@*^电报^*@*^广播^*@*^电视","answer":"A,B,D,E","explanation":"
"},{"id":10372,"title":"施工进度计划检查的内容包括( )。","stem":"","options":"进度执行情况的综合描述^*@*^向监理工程师提出报告^*@*^进度偏差及原因分析^*@*^解决问题的措施及计划调整意见^*@*^实际的施工进度图","answer":"A,C,D,E","explanation":"
"},{"id":10344,"title":"内河航运工程建设项目总概算中其他费用包括( )等费用。","stem":"","options":"联合试运转费^*@*^生产职工培训费^*@*^扫海费^*@*^实船停滞费^*@*^航道整治效果观察费","answer":"A,B,E","explanation":"
"},{"id":9335,"title":"港口工程地质勘察成果中可用于确定单桩承载力的有( )。","stem":"","options":"孔隙比e^*@*^塑性指数Ip ^*@*^标准贯入试验击数N值^*@*^十字板剪切试验^*@*^静力触探试验","answer":"A,B,C,E","explanation":"
I
P<\/FONT>"},{"id":9595,"title":"在重力式码头工程中,代替传统的粒状反滤材料,可以采用( )作为反滤层。","stem":"","options":"编织土工布^*@*^机织土工布^*@*^非织造土工布^*@*^土工带^*@*^土工网","answer":"A,B,C","explanation":"
"},{"id":9346,"title":"潮汐表中的潮高基准面又称为( )。","stem":"","options":"理论深度基准面^*@*^理论最低潮位^*@*^海图深度基准面^*@*^水下地形高程基准面^*@*^海拔高程基准面","answer":"A,B,C","explanation":"
"},{"id":9517,"title":"深层搅拌法适用于处理正常固结的淤泥和淤泥质土、饱和黄土、素填土、黏性土以及( )等地基,对于泥炭土、有机质土、塑性指数大于25的黏土、地下水有腐蚀性的地区,必须通过现场试验确定其适用性。","stem":"","options":"无流动地下水的饱和松散砂土^*@*^有流动地下水的饱和松散砂土^*@*^无流动地下水的密实砂土^*@*^有流动地下水的密实砂土^*@*^粉土","answer":"A,E","explanation":"
"},{"id":10671,"title":"吹填工程量计算时应考虑( )。","stem":"","options":"施工期沉降量^*@*^超过计算超宽量的实际超宽量^*@*^流失量^*@*^施工期泥土固结量^*@*^设计预留超高量","answer":"A,B,C,D","explanation":"
"},{"id":10307,"title":"高桩码头工程施工组织设计编制中,“自然条件”包括岸线和水深情况;潮流资料;风;气温;降雨;( )等。","stem":"","options":"交通条件^*@*^水电供应条件^*@*^工程地质条件^*@*^建设项目地区预制构件加工能力^*@*^水位资料","answer":"C,E","explanation":"
"},{"id":9745,"title":"驳船装运预制构件时,应注意甲板的强度和船体的稳定性,宜采用( )装驳。","stem":"","options":"连续式^*@*^按序排列式^*@*^间隔式^*@*^宝塔式^*@*^对称的间隔方法","answer":"D,E","explanation":"驳船装运预制构件时,应注意甲板的强度和船体的稳定性,宜采用宝塔式和对称的间隔方法装驳。吊运构件时,应使船体保持平稳。"},{"id":10704,"title":"重力式方块码头,方块安放时,在立面上有( )等几种安放方法。","stem":"","options":"阶梯状安放^*@*^分段分层安放^*@*^长段分层安放^*@*^垂直分层安放^*@*^水平、垂直混合安放","answer":"D,E","explanation":"
"},{"id":10705,"title":"重力式码头胸墙混凝土,在施工缝处浇筑时应清除已硬化混凝土表面的( )。","stem":"","options":"水泥薄膜^*@*^面层气泡^*@*^面层水泥砂浆^*@*^松动石子^*@*^软弱混凝土层","answer":"C,D,E","explanation":"
"},{"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":"
"},{"id":9940,"title":"链斗挖泥船作业时主锚应抛设在( )。","stem":"","options":"泥层厚的一侧^*@*^泥层薄的一侧^*@*^主流一侧^*@*^挖槽边线^*@*^挖槽中心线","answer":"A,C,E","explanation":"
"},{"id":9515,"title":"深层搅拌法大型工程设计前应先进行室内配合比试验,并应选在正式工程附近,地质条件相近的地点进行现场试验工程,检验( ),以及搅拌设备系统工作的稳定性。","stem":"","options":"搅拌土体的均匀性^*@*^搅拌土体的强度^*@*^搅拌土体着底标准^*@*^搅拌土体的结合性^*@*^搅拌土体的和易性","answer":"A,B,C,D","explanation":"
"},{"id":9773,"title":"斜坡堤砂垫层抛填施工时,应考虑( )等自然条件对砂粒产生漂流的影响,可通过试抛确定抛砂船的驻位。","stem":"","options":"水深^*@*^水流^*@*^波浪^*@*^风向^*@*^风力","answer":"A,B,C","explanation":"
"},{"id":10140,"title":"水运工程施工工程进度控制包括( )。","stem":"","options":"审查承包人的设备供应计划^*@*^审查承包人的材料供应计划^*@*^审查承包人的工资计划^*@*^审查承包人的人员计划^*@*^审查承包人的船机计划","answer":"A,B,D,E","explanation":"
"},{"id":10180,"title":"施工单位取得《许可证》后,当( )发生变化时,须重新申请、办理新的《许可证》。","stem":"","options":"作业项目^*@*^作业地点^*@*^作业范围^*@*^作业单位^*@*^施工作业人员","answer":"A,B,C,D","explanation":"
"},{"id":9389,"title":"管涌与流砂(土)防治的基本方法中,人工降低地下水位是最常见的临时防渗措施,在施工期处理管涌、流砂(土)时也常采取这一最简单易行的办法。该法可以降低水头,或使地下水位降至渗透变形土层以下。在弱透水层中采用( )。","stem":"","options":"深井法^*@*^轻型井点^*@*^喷射井点^*@*^挖排水沟^*@*^打塑料排水板","answer":"B,C","explanation":"
"},{"id":10175,"title":"水上作业船舶如遇( )应停止作业。","stem":"","options":"高温^*@*^雨天^*@*^浓雾^*@*^大浪^*@*^超过船舶抗风等级","answer":"C,E","explanation":"
"},{"id":9919,"title":"适宜开挖坚硬土的绞刀是( )。","stem":"","options":"开式绞刀^*@*^闭式绞刀^*@*^齿式绞刀^*@*^立式绞刀^*@*^冲水式绞刀","answer":"C,D,E","explanation":"
"},{"id":10703,"title":"
波浪的上跨零点有()。","stem":"按下图回答问题。","options":"A\r^*@*^\tB\r^*@*^\tC\r^*@*^\tD\r^*@*^E^*@*^F^*@*^G","answer":"A,C","explanation":"
"},{"id":10185,"title":"通航安全水上水下施工作业涉及的范围包括( )。","stem":"","options":"设置、拆除水上水下设施^*@*^架设桥梁、索道,构筑水下隧道^*@*^救助遇难船泊,或紧急清除水面污染物、水下污染源^*@*^渔船捕捞作业^*@*^清除水面垃圾","answer":"A,B,C,E","explanation":"
"},{"id":10509,"title":"港口与航道工程安全生产要求中,每个沉桩工程必须掌握分析自然条件,要将工程所在地的水文、气象及( )等有关资料收集起来并进行分析,根据这些资料合理地选择沉桩设备,采取有效措施搞好施工,预防各类事故的发生。","stem":"","options":"港口^*@*^施工船舶避风锚地^*@*^渔业^*@*^地形^*@*^地质","answer":"B,D,E","explanation":"
"}]
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