(完整word版)高填方路基沉降观测专项方案(word文档良心出品).pdf
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1、京台高速公路南平段A10合同段高填方路基沉降及位移观测专项方案中交第二公路工程局有限公司南平京台高速公路A10合同段项目经理部南平京台高速公路A10合同段高填方路基沉降及位移观测专 项 方 案施工单位:中交第二公路工程有限公司编制:审核:审批:中交二公局南平京台高速公路A10 项目部文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 Z
2、H7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1
3、Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档
4、编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1
5、H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A
6、6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW
7、6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H
8、10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S42012 年 11 月 18 日目录一、工程概况 .3二、相关技术要求 .3三、时间安排 .3四、施工观测内容 .3五、施工观测人员及设备.4六、施工观测方法 .4(一)、位移桩埋设及观测 .4(二)、沉降管设置及观测 .5(三)、基桩的设置 .6(四)、观测的管理 .7文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J
9、4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10
10、X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7
11、E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6
12、S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码
13、:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H1
14、0O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K
15、5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J
16、4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10
17、X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7
18、E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6
19、S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码
20、:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H1
21、0O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K
22、5 HW6J4F7H10X6 ZH7E6C1Q6S4一、工程概况本合同段路基填方48.054 万 m3,基底采用清淤换填透水性材料21450 m3,路基填方主要集中在K59+925 K60+135段,最大填土高度28.543 m,属高填方路基;路基填料主要采用隧道洞渣进行填筑,基底为粘质性淤泥,采用换填透水性材料(隧道洞渣)进行回填处理。防护工程主要有:M7.5 浆砌片石拱形骨回护坡1020.1 m3,浆砌片石挡土墙 5316.2m3,三维土工网垫边坡防护7135.7,TBS护坡 12344。二、相关技术要求1、京台线建瓯至闽侯高速公路南平段路基土建工程A10合同段招标文件、设计图纸、补遗书、
23、答疑书等有关内容。2、南平京台高速公路A10合同段路基部分施工图;3、公路工程质量检验评定标准(JTG_F80-2004);4、公路工程施工技术规范(JTJ 032)。5、公路路基施工技术规范相关规定与工程测量规范;三、时间安排计划于该段软基处理结束后,路基开始填筑时预埋沉降检测管及位移桩,并在路基施工全过程进行观测,直至工程竣工。四、施工观测内容1、稳定性观测,在路堤趾部(距路堤坡脚4m处)埋设位移桩,观测其位移情况;文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码
24、:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H1
25、0O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K5 HW6J4F7H10X6 ZH7E6C1Q6S4文档编码:CY1H10O5A6K
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