回复: 2009公路监理工程师考试《道路与桥梁》模拟试题及答案
参考答案
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3一、单项选择题
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3题号ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 1ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 2ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 4ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 5ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 6ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 7ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 8ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 9ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 10ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 |
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ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3二、多项选择题
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3题号ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 1ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 2ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 4ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 5ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 6ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 7ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 8ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 9ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 10ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 |
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ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3题号ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 21ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 22ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 23ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 24ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 25ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 26ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 27ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 28ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 29ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 30ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 |
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ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3三、判断题
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3题号ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 1ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 2ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 4ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 5ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 6ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 7ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 8ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 9ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | 10ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 |
答案ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | √ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | √ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | √ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | √ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 | ×ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3 |
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3四、简答题
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ31、有5大因素:土质、灰质、石灰剂量、拌和及压实、养生条件与龄期。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ32、有5项要求:滑动稳定性、倾履稳定性、基底应力、合力偏心距、墙身断面强度。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ33、有3种施工方法:小型机具施工、轨模式摊铺机施工、滑模式摊铺机施工。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ34、①换填
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3②挤密
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3③预压
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3④强夯
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑤电渗
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑥振动水冲
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑦深层搅拌、喷射注浆
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑧化学固化
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ35、①编制说明
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3②工程特点分析
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3③施工方案选择及施工设计
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3④施工进度安排
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑤工、料、机、资金计划
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑥场地布置,组织安排
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑦质量保证体系
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑧环保、安全等
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3五、综合分析题
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ31、从设计、材料、施工等方面采取提高粘结力和内摩阻力,主要有以下方法:
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3①选用粘度高、针入度小、软化点高和含蜡量低的沥青。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3②用外掺剂改性沥青。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3③采用粒径较大的矿料和间断级配。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3④保持矿粉与沥青之比为1~1.2。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑤除上面层外,采用略小于马歇尔试验的最佳沥青用量。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑥马歇尔试验结果混凝土的孔隙率不小于4%。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3⑦采用较高的压实度。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ32、①断丝原因:锚具、钢丝硬度不匹配;管道摩阻太大、盲目追求伸长量;操作不当等。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3处理方案:换束;或通过相邻束超张拉补救;或启用备用束等。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3②砼强度不够的原因:砼质量差、试件制作不规范。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3处理方案:分析砼拌制(包括材料)、运输过程;分析试验是否存在问题;在已成结构上取芯试验;综合判断。确是强度不够,立即报告设计,采用补强措施。
ÃýIγ±ãBfpbbs.3c3t.comÔùY#dçÛ3