滑坡治理-注浆加固施工组织设计

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1、******(K20+800～K20+935)左侧滑坡处治施工组织设计23目录1工程概况·······································································································11.1地形地貌·································································································11.2地层岩性·····································

2、····························································11.3水文地质特征·························································································12施工组织方案·································································································12.1施工方案·························

3、········································································12.2施工程序·································································································12.3施工监测要求及应急措施·····································································63施工场地布置····························

4、·····································································63.1临建·········································································································6233.2拌和站·····································································································63.3施工临

5、时用电·························································································63.4施工临时用水·························································································73.5施工临时道路·························································································74施工总体部

6、署·······························································································74.1劳动力组织计划·····················································································74.2主要材料供应计划·················································································94.3主要施工机械设备

7、使用计划·································································95工期计划及工期保证措施···········································································105.1工程量·····················································