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class="thecontent"><p> 壩基滲漏嚴重，填筑質量差。找出原因,針對嚴重的風水侵蝕和滲漏等問題,根據當前形勢的土壩壩型,建設以下問題主要是:第一,西部的北部分大壩363大壩的加固和防滲處理;二是對北壩124m壩段進行加固防滲處理;三是利用東壩北段196m進行加固防滲。四是西壩、東壩面整理。 </p> <p> </p> <img onload="resize(this,700)" alt="根據土壩現狀與壩型主要對以下問題施工" src="/upload/image/20190408/20190408161651_91370.jpg" /> <p align="center"> </p> <p> </p> <p> <br /> </p> <p> 厚0.3mm的土工膜解決了嚴重的水土流失和滲漏問題 </p> <p> </p> <p> <br /> </p> <p> 大壩邊坡表層內的腳趾和腳的水庫大壩和雜物,淤泥,植物根系清晰后,與物質和平坦的表面,這個詞后將0.3毫米厚土工膜直接壓力壩砂,將0.2毫米厚的細沙上的保護層設置復合土工膜,躺在其0.4米厚砂礫石墊材料,0.3上部砌體塊石護岸(坡度1:2的比例。5)采用挖溝壓土錨固法，對復合土工膜和粉質壤土地基的底部和外圍進行固定。開挖溝槽梯形剖面，將土工膜彎曲壓實。梯形剖面深度1.1-1.4m，坡度1.1.5，底部寬度1m。去除泥沙、深度為0.2米的雜物在庫區上游坡腳前下的壩體坡腳,剩余部分,PE復合geomemembers,并設置0.1米厚的中細砂保護層和0.4米厚砂保護層上面的壩體坡腳。西壩北段和東壩北段的覆蓋長度為15m，北段的覆蓋長度為20m。在遠壩腳水庫底部開挖1.5m深后，進行埋填。 </p></div> <script> window._bd_share_config = { common : { bdText : '<p> 壩基滲漏嚴重，填筑質量差。找出原因,針對嚴重的風水侵蝕和滲漏等問題,根據當前形勢的土壩壩型,建設以下問題主要是:第一,西部的北部分大壩363大壩的加固和防滲處理;二是對北壩124m壩段進行加固防滲處理;三是利用東壩北段196m進行加固防滲。四是西壩、東壩面整理。 </p> <p> </p> <img onload="resize(this,700)" alt="根據土壩現狀與壩型主要對以下問題施工" src="/upload/image/20190408/20190408161651_91370.jpg" /> <p align="center"> </p> <p> </p> <p> <br /> </p> <p> 厚0.3mm的土工膜解決了嚴重的水土流失和滲漏問題 </p> <p> </p> <p> <br /> </p> <p> 大壩邊坡表層內的腳趾和腳的水庫大壩和雜物,淤泥,植物根系清晰后,與物質和平坦的表面,這個詞后將0.3毫米厚土工膜直接壓力壩砂,將0.2毫米厚的細沙上的保護層設置復合土工膜,躺在其0.4米厚砂礫石墊材料,0.3上部砌體塊石護岸(坡度1:2的比例。5)采用挖溝壓土錨固法，對復合土工膜和粉質壤土地基的底部和外圍進行固定。開挖溝槽梯形剖面，將土工膜彎曲壓實。梯形剖面深度1.1-1.4m，坡度1.1.5，底部寬度1m。去除泥沙、深度為0.2米的雜物在庫區上游坡腳前下的壩體坡腳,剩余部分,PE復合geomemembers,并設置0.1米厚的中細砂保護層和0.4米厚砂保護層上面的壩體坡腳。西壩北段和東壩北段的覆蓋長度為15m，北段的覆蓋長度為20m。在遠壩腳水庫底部開挖1.5m深后，進行埋填。 </p>', bdDesc : '<p>...', bdUrl : 'http://www.dingyajx.com/news_show.php?theid=754', 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 class="thepageinfo"> 上一篇：<a href="news_show.php?theid=755">生態袋的長度可根據坡面長度靈活選取</a><br /> 下一篇：<a 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