CAJ | 학술논문

介绍景洪水电站大坝坝体建基面及坝体深层抗滑稳定复核分析计算和处理措施，经计算结果分析，在考虑上游齿槽作用下，正常蓄水位工况下，不能满足规范要求；在不考虑上游齿槽作用下，正常水位工况和导游底孔封堵工况下，不能满足规范要求。根据计算成果，结合电站的施工进度及不利结构面的组合情况，经考虑最终采用齿槽＋锚索＋锚筋桩＋高压固结灌浆的综合处理措施。景洪水电站自2008年4月电站下闸蓄水以来，大坝在经历了正常蓄水位和高水位运行后，通过监测发现坝基深部变形很小，坝基变形已经趋于稳定。
개소경홍수전참대패패체건기면급패체심층항활은정복핵분석계산화처리조시，경계산결과분석，재고필상유치조작용하，정상축수위공황하，불능만족규범요구；재불고필상유치조작용하，정상수위공황화도유저공봉도공황하，불능만족규범요구。근거계산성과，결합전참적시공진도급불리결구면적조합정황，경고필최종채용치조＋묘색＋묘근장＋고압고결관장적종합처리조시。경홍수전참자2008년4월전참하갑축수이래，대패재경력료정상축수위화고수위운행후，통과감측발현패기심부변형흔소，패기변형이경추우은정。
The paper deals with the dam body foundation of Jinghong hydropower plant , check, analysis and calcu-lation of its deep sliding resistance stability and the treatment measures .The calculation results show that the re-quirement of the specifications can not be satisfied under the normal storage level condition when taking into account the action of the upstream cutoff trench and that when the action of the upstream cutoff trench is not taken into con -sideration under the operating condition of normal storage level and the diversion bottom outlet being not plugged , the requirement of the specifications can not be met either .After thinking over the condition , the comprehensive treatment measures composed of cutoff trench +anchorage cable +high pressure consolidation grouting were final-ly taken according to the calculation results , the project construction schedule and unfavorable combination of shearing planes .Since gate closing and impounding of Jinghong hydropower plant in April 2008 the dam has experi-enced operation at both the normal storage level and the high water level .The dam instrumentation indicates that the dam foundation deep deformation is very small and the dam foundation deformation has already become stable .