黑龙江水利科技
黑龍江水利科技
흑룡강수리과기
HEILONGJIANG SCIENCE AND TECHNOLOGY OF WATER CONSERVANCY
2015年
6期
40-42
,共3页
北部引嫩%总干%渠道%滑坡%防治措施%土工织物%加筋土
北部引嫩%總榦%渠道%滑坡%防治措施%土工織物%加觔土
북부인눈%총간%거도%활파%방치조시%토공직물%가근토
Nen River diversion in the north%total channel%channel%landslip%protection measure%texture%reinforced earth
北部引嫩总干渠乌北段位于嫩江左侧滩地上和嫩江一级阶地前缘，渠道蜿蜒曲折，形成右侧高填方，左侧深挖方渠道，左侧深挖高度最大10 m左右。2011年9月底北引总干渠乌北段38 km处左侧渠堤发生滑坡破坏，经分析，膨胀土是造成北引渠道滑坡的主要原因。为了能为滑坡处理措施提供安全保障，采取了先控掉膨胀土滑坡，然后用土工织物分层铺盖填筑碾压，按计算设计成加筋土，进行柔性支护。
北部引嫩總榦渠烏北段位于嫩江左側灘地上和嫩江一級階地前緣，渠道蜿蜒麯摺，形成右側高填方，左側深挖方渠道，左側深挖高度最大10 m左右。2011年9月底北引總榦渠烏北段38 km處左側渠隄髮生滑坡破壞，經分析，膨脹土是造成北引渠道滑坡的主要原因。為瞭能為滑坡處理措施提供安全保障，採取瞭先控掉膨脹土滑坡，然後用土工織物分層鋪蓋填築碾壓，按計算設計成加觔土，進行柔性支護。
북부인눈총간거오북단위우눈강좌측탄지상화눈강일급계지전연，거도완연곡절，형성우측고전방，좌측심알방거도，좌측심알고도최대10 m좌우。2011년9월저북인총간거오북단38 km처좌측거제발생활파파배，경분석，팽창토시조성북인거도활파적주요원인。위료능위활파처리조시제공안전보장，채취료선공도팽창토활파，연후용토공직물분층포개전축년압，안계산설계성가근토，진행유성지호。
Wubei section,the total channel of northern Nen River diversion is located in flood plain at left Nen River and at the age of Grade 1 terrace of the Nen River,the channel is shaped in curve,forcing a high embankment on the right,the left channel is excavated deeply,and the maximum height is about 10 meters.At the end of September in 2011 , the left channel was destroyed by slipping at 38 km of Wubei section of the total channel Nen River diversion, through analysis, expansive soil is the main reasons causing landslip of the northern Nen River diversion.In order to provide safe guarantee for slip, removing the expansive soil earlier and filling with texture in different lay,design reinforced earth by calculation for flexible support.
