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data-cmd="tqq"></a> </span> <style> .theother h1,h2,h3,h4{font-weight:normal;font-size:12px;display:inline;} </style> <span style="float:right;"> <a href="http://www.meesuksilver.com/"><h4>土工膜</h4></a>,<a href="http://www.meesuksilver.com/"><h4>防滲膜</h4></a>,<a href="http://www.meesuksilver.com/"><h4>土工膜廠家</h4></a>,<a href="http://www.meesuksilver.com/"><h4>土工膜價格</h4></a> 時間：2019-02-27 網址：<a href="http://www.meesuksilver.com/">http://www.meesuksilver.com/</a> 分享： </span> </div> <div class="thecontent"><p> 對于土工膜壩的防滲土石壩，土工膜與土體的界面抗剪強度一般小于土體的界面抗剪強度 </p> <p> 石料的抗剪強度，土工膜與壩體的抗滑穩定性需要單獨驗算。在施工過程中，土工膜本身和保護層的重量是穩定的。 </p> <p> <br /> </p> <p> 土工膜的防滑穩定性與上部保護層的結構密切相關。采用上下連續現澆剛性混凝土面板(豎向接縫、排水孔面板)保護層時，面板與土工膜結合牢固，一般不存在失穩問題。 </p> <p> <br /> </p> <p> 蓄水期間，由于水壓的作用(與水位無關)，整個壩面土工膜的安全系數大于完成期土工膜的安全系數。即使水位急劇下降，膜后仍有水分滯留。由于反水壓力一般不超過上游水權值，土工膜與下墊層之間不容易發生整體失穩。然而,當使用整體彈性保護層,如塊石和透水混凝土預制塊,防護層和土工膜之間的殘余水很快就會流入水庫的水庫水位的快速下降,和保護層的防滑安全不會受到影響。但膜后壩體滲水可能存在耗散滯后，特別是土工膜存在缺陷時。滲透水對土工膜的支撐作用相反，可能導致水庫水位以上土工膜局部失穩。 </p> <p> </p> <p align="center"> <img onload="resize(this,700)" alt="土工膜與壩體之間的抗滑穩定性需單獨復核計算" src="/upload/image/20190227/20190227085555_36784.jpg" /> </p> <p> </p></div> <script> window._bd_share_config = { common : { bdText : '<p> 對于土工膜壩的防滲土石壩，土工膜與土體的界面抗剪強度一般小于土體的界面抗剪強度 </p> <p> 石料的抗剪強度，土工膜與壩體的抗滑穩定性需要單獨驗算。在施工過程中，土工膜本身和保護層的重量是穩定的。 </p> <p> <br /> </p> <p> 土工膜的防滑穩定性與上部保護層的結構密切相關。采用上下連續現澆剛性混凝土面板(豎向接縫、排水孔面板)保護層時，面板與土工膜結合牢固，一般不存在失穩問題。 </p> <p> <br /> </p> <p> 蓄水期間，由于水壓的作用(與水位無關)，整個壩面土工膜的安全系數大于完成期土工膜的安全系數。即使水位急劇下降，膜后仍有水分滯留。由于反水壓力一般不超過上游水權值，土工膜與下墊層之間不容易發生整體失穩。然而,當使用整體彈性保護層,如塊石和透水混凝土預制塊,防護層和土工膜之間的殘余水很快就會流入水庫的水庫水位的快速下降,和保護層的防滑安全不會受到影響。但膜后壩體滲水可能存在耗散滯后，特別是土工膜存在缺陷時。滲透水對土工膜的支撐作用相反，可能導致水庫水位以上土工膜局部失穩。 </p> <p> </p> <p align="center"> <img onload="resize(this,700)" alt="土工膜與壩體之間的抗滑穩定性需單獨復核計算" src="/upload/image/20190227/20190227085555_36784.jpg" /> </p> <p> </p>', bdDesc : '<p> 對于土工膜壩的防滲土石壩，土工膜與土體的界面抗剪強度一般小于土體的界面抗剪強度 </p> <p>...', bdUrl : 'http://www.dingyajx.com/news_show.php?theid=686', bdPic : '' }, share : [{ 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