2021年三轴搅拌桩槽壁加固专项方案.pdf

三轴搅拌桩槽壁加固专项方案目录第一章编制原则及依据.1 1 编制依据.1 2 编制原则.1 第二章工程概况.1 1 工程概述及建设条件.1 2 地 质 概况.2 3 水文概精品w o r d 可编辑资料-第 1 页，共 39 页-况.3 4 气象条件.4 5 设计概况.4 第三章总体施工安排.5 1 施工安排.5 2 资源配置.5 第四章施工方法.6 精品w o r d 可编辑资料-第 2 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q81 施工原理及工艺流程.6 2 施工工艺参数.7 3 施工准备.7 4 工艺试桩.7 5 施工工艺.8 6 施工过程控制.11 第五章质量标准及检查措施.13 1 搅拌桩施工技术标准.精品w o r d 可编辑资料-第 3 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8.13 2 原材料及设备的检验.13 3 施工过程中的检验.13 4 成桩质量检查.14 第六章质量、安全、环境保证措施.14 1 质量保证措施.14 2 安全保证措施.15 3 机械操作安全技术要点.17 4 施工用电安全保精品w o r d 可编辑资料-第 4 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8证技术要点.17 5 环境保证措施.18 1 2 第一章编制原则及依据1 编制依据XX市轨道交通二号线工程BT 项目招、投标文件。XX市轨道交通二号线XX 站主体围护结构图纸。建筑基坑支护技术规程(JGJ120-20XX)建筑地基处理技术规范建筑地基基础工程施工质量验收规范(GB50202-20XX)2 编制原则以优质、高效、安全、低耗为目标；认真贯彻国家工程建设的法律、法规、规程、方针和政策；严格执行工程建设程序，坚持合理的施工程序、施工顺序和施工工艺；优先选用先进施工技术，科学确定施工方案；认真编制各项实施计划，严格控制工程质量、工程进度、工程成本和安全文明施工；充分利用施工机械和设备，提高施工机械化、自动化程精品w o r d 可编辑资料-第 5 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8度，改善劳动条件，提高生产效率；坚持“安全第一，预防为主，综合治理”原则，确保安全生产和文明施工；认真做好生态环境和历史文物保护，严防建筑噪音、振动、粉尘和垃圾污染。第二章工程概况1 工程概述本标段工程范围包括1 座车站、1 个区间。其中，车站为 XX站；区间为XX站XX站区间。本标段施工方法为明挖车站+盾构区间。工程全线长约公里，全线工程地质、水文等建设条件类似。1 2 地质概况车站站址地层上至下依次为：素填土，杂填土，粉质粘土，淤泥质土，淤泥夹砂，粗中砂，粉质粘土，中粗砂，淤泥质土，卵石，强风化花岗岩，微风化花岗岩。主体结构基坑开挖范围内地层主要为填土、粗中砂，基底部分处在淤泥质土层、粗中砂层。车站基坑范围内各土层概述如下：素填土层：浅黄色，松散稍密，稍湿，以砂土及粘性土为主，含5-10%碎石，均匀性差，分布连续。该层厚度为，层底标高为。杂填土层：杂色，松散稍密，稍湿，表层为厚的混凝土路面，下部以砂、碎石为主，含粘性土、砖、水泥块等，精品w o r d 可编辑资料-第 6 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8填筑年限大于5 年，均匀性差，连续分布。该层厚度为，层底标高为。粉质黏土层：褐黄色，可塑，干强度及韧性中等，含少量砂，土质均匀，Es1-2=，1-2=-1 中等压缩性，局部分布。淤泥质土层：深灰色，流塑状态，含少量砂、腐殖质，有腥臭味，切面光滑，干强度及韧性中等，土质均匀，十字板剪切试验测得该层灵敏度平均值为，属高灵敏度，Es1-2=，高压缩性，连续分布；该层厚度为，层底标高为-。淤泥夹砂层：深灰色，流塑状态，饱和，含薄层粉细砂，局部含有腐植质，有腥臭味，摇振反应慢，切面粗糙，干强度及韧性低，土质不均匀，Es1-2=，1-2=，高压缩性，局部分布。粉细砂层：浅灰色，松散，饱和，矿物成分以石英为主、少量云母，级配不良，该层较薄，局部分布，标贯击数平均值为 9 击。粗中砂层：浅灰、褐黄色，松散稍密、顶层松散，饱和，矿物成分成分为长石、石英、少量云母，级配良好，粘粒含量小于10%，局部相变为粗砂，局部夹淤泥薄层，连续分布，标贯击数平均值为12 击；精品w o r d 可编辑资料-第 7 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8该层厚度为，层底标高为-2m。粗中砂层：浅灰、褐黄色，中密、顶层松散，饱和。2 1-2=-1 矿物成分成分为长石、石英、少量云母，级配良好，粘粒含量小于10%，局部相变为粗砂，局部夹淤泥薄层，连续分布，标贯击数平均值为18 击；该层厚度为，层底标高为-。3 水文概况地表水场地内无地表水体分布，距拟建场地东侧约600m为 XX江，距拟建场地较远，与拟建场地地下水水力联系较小，对工程建设影响较小。地下水的赋存、补给及排泄根据场地的地层特征，场地地下水根据埋藏条件分为上层滞水、潜水、承压水等。本次勘察共观测到3 层地下水，主要为潜水、承压水和基岩裂隙水：潜水：水位埋深，水位标高，含水层主要为粉细砂、粗中砂层、粗中砂层，含水层底板主要为淤泥质土层，主要接受侧向径流及越流补给，以侧向径流、人工开采方式排泄。精品w o r d 可编辑资料-第 8 页，共 39 页-文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7C6R7 ZY1I3C3X8Q8文档编码:CV5B9I6X2V10 HW8K4X7