目 录 一、编制依据 ··········································2二、工程概况 ··········································2三、工程重点及难点分析 ································3四、施工部署 ··········································3五、施工工艺流程 ······································5六、施工准备 ··········································6七、施工方案的选择 ····································7八、主要施工方法 ······································10九、质量保证措施 ······································24十、安全保证措施 ······································26十一、进度保证措施 ····································28十二、工程质量检验与验收······························28十三、基础工程检验批划分及试验检验····················29十四、成品保护措施 ····································30一、编制依据（一）、万科河运校项目一期基础施工图。（二）、勘察院提供的《万科河运校项目一期地质详勘报告》为依据。（三）、万科河运校项目一期规划局提供的测量放线成果图。（四）、国家现行工程质量验收标准及施工验收规范。二、工程概况（一）地质概况拟建场地平面上呈近似正方形，属剥蚀残丘斜坡地貌，原属重庆交通大学（大坪校区），场地现状东北部及中部水塘处地势低，标高约为 305.5～309.0m；场地西南部及东南部地势较低，标高约为 311.0m；场地北部及西部地势高，标高约为 315.0～320.0m；整体地势高差约 14.5m。（二）场地概况场地平基完成后形成两个台阶：北侧为-1 层，平基标高 313.7m，平基完成后大部分基岩裸露。南侧为-2 层，平基标高 310.4m，平基完成后大部分仍为土层覆盖，最大土层深度约 8m。北...
