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时间:2020-06-06
《滑坡治理注浆加固施工组织设计.doc》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、******(K20+800~K20+935)左侧滑坡处治施工组织设计目录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.
3、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·········································································································63.2拌和站················································
5、·····················································63.3施工临时用电·························································································63.4施工临时用水·························································································73.5施工临时道路····················
6、·····································································74施工总体部署·······························································································74.1劳动力组织计划·····················································································74.2主要材料供应计划·
7、················································································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···········································································105.1工程量························
8、·································
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