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时间:2019-05-11
《滑坡处治注浆加固施工组织设计》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、******(K20+800~K20+935)左侧滑坡处治施工组织设计24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························································································
3、·········12.1施工方案·································································································12.2施工程序·································································································12.3施工监测要求及应急措施··········································
4、···························63施工场地布置·································································································63.1临建·········································································································6243.2拌和站························
5、·············································································63.3施工临时用电·························································································63.4施工临时用水·························································································7
6、3.5施工临时道路·························································································74施工总体部署·······························································································74.1劳动力组织计划································································
7、·····················74.2主要材料供应计划·················································································94.3主要施工机械设备使用计划·································································95工期计划及工期保证措施····································································
8、·······105.1工程量·····················································
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