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class="thecontent"><p> 考慮到材料特性、施工工藝特點、應用經驗,經濟和其他因素,綜合geomemmembrane之間的摩擦系數和土石介質會影響身體的穩定滲流,因此有必要檢查防打滑復合geomemmembrane和壩坡的穩定性,復合geomemmembrane和保護層。 </p> <p> </p> <p> 復合土工膜采用袋裝戈壁材料(河床沙石)作為防護層。在實際施工過程中，為了滿足防滑穩定性的要求，從下往上人工放置。在961.00 ~ 967.5 m標高處，復合土工膜采用20cm厚的石材作為防護層，在實際施工中，人工從底層向上逐層施工，防滑穩定性也滿足要求。 </p> <p align="center"> </p> <p align="center"> <img onload="resize(this,700)" alt="復合土工膜與保護層的抗滑穩定性" src="/upload/image/20191021/20191021134329_53786.jpg" /> </p> <p> </p> <p> 復合土工膜鋪設從左岸右岸,是水平和部分(鄰土工膜段拼接),覆蓋槽的底部,和擴展2 m備用寬度分別上游和下游的頂部槽,鋪設和土工膜拼接的斜率。鋪設后,應按下上部土壤水泥袋或包鵝卵石和固定繩索,留下一個折疊每1.5 m防止土工膜和裂縫的施工干擾,和縱向部分應按下木板,鋼框架桿或土壤水泥袋在某個區間,防止其滑動位移和風害。用手動熱焊槍修補孔。截割溝內的黃土由右岸填方至左岸，用8 ~ 15t自卸車運至截割溝頂部。160型推土機輔助推土，斗容量為1m3的長臂挖掘機將物料挖入槽內進行攤鋪(人工輔助攤鋪)。對黃土進行分層碾壓，達到設計要求。充填時在工作面3m寬范圍內采用1.5t鋼板振動軋制。在3-5m寬范圍內，將18t自流平軋制到工作面，用蛙式夯實機壓實邊角，直至填滿溝槽頂。 </p></div> <script> window._bd_share_config = { common : { bdText : '<p> 考慮到材料特性、施工工藝特點、應用經驗,經濟和其他因素,綜合geomemmembrane之間的摩擦系數和土石介質會影響身體的穩定滲流,因此有必要檢查防打滑復合geomemmembrane和壩坡的穩定性,復合geomemmembrane和保護層。 </p> <p> </p> <p> 復合土工膜采用袋裝戈壁材料(河床沙石)作為防護層。在實際施工過程中，為了滿足防滑穩定性的要求，從下往上人工放置。在961.00 ~ 967.5 m標高處，復合土工膜采用20cm厚的石材作為防護層，在實際施工中，人工從底層向上逐層施工，防滑穩定性也滿足要求。 </p> <p align="center"> </p> <p align="center"> <img onload="resize(this,700)" alt="復合土工膜與保護層的抗滑穩定性" src="/upload/image/20191021/20191021134329_53786.jpg" /> </p> <p> </p> <p> 復合土工膜鋪設從左岸右岸,是水平和部分(鄰土工膜段拼接),覆蓋槽的底部,和擴展2 m備用寬度分別上游和下游的頂部槽,鋪設和土工膜拼接的斜率。鋪設后,應按下上部土壤水泥袋或包鵝卵石和固定繩索,留下一個折疊每1.5 m防止土工膜和裂縫的施工干擾,和縱向部分應按下木板,鋼框架桿或土壤水泥袋在某個區間,防止其滑動位移和風害。用手動熱焊槍修補孔。截割溝內的黃土由右岸填方至左岸，用8 ~ 15t自卸車運至截割溝頂部。160型推土機輔助推土，斗容量為1m3的長臂挖掘機將物料挖入槽內進行攤鋪(人工輔助攤鋪)。對黃土進行分層碾壓，達到設計要求。充填時在工作面3m寬范圍內采用1.5t鋼板振動軋制。在3-5m寬范圍內，將18t自流平軋制到工作面，用蛙式夯實機壓實邊角，直至填滿溝槽頂。 </p>', bdDesc : '<p>...', bdUrl : 'http://www.dingyajx.com/news_show.php?theid=1069', bdPic : '' }, share : [{ "bdSize" : 16 }] } with(document)0[(getElementsByTagName('head')[0]||body).appendChild(createElement('script')).src='http://bdimg.share.baidu.com/static/api/js/share.js?cdnversion='+~(-new Date()/36e5)]; </script> <div 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