CAJ | 학술논문

枕头坝一级水电站1号蠕滑堆积体位于电站左坝肩下游侧，堆积体稳定性关乎其下方电站尾水渠和公路的安全。结合场地工程地质条件，对堆积体的稳定性进行了计算分析，并根据分析结果提出了综合治理措施，即在堆积体坡脚设置挡墙、抗滑桩、预应力锚索结合排水、原天然坡面设置混凝土格梁防护等。治理后的监测结果表明，堆积体边坡一直处于整体稳定状态。
침두패일급수전참1호연활퇴적체위우전참좌패견하유측，퇴적체은정성관호기하방전참미수거화공로적안전。결합장지공정지질조건，대퇴적체적은정성진행료계산분석，병근거분석결과제출료종합치리조시，즉재퇴적체파각설치당장、항활장、예응력묘색결합배수、원천연파면설치혼응토격량방호등。치리후적감측결과표명，퇴적체변파일직처우정체은정상태。
No. 1 creep deposit body is located at downstream of left bank of Zhentouba I Hydropower Station, its stability con-dition concerns the safety operation of tail water channel and the road. Combining with the geological condition at the site, we carried out stability calculation and analysis for the deposit body, and comprehensive harnessing measures were put forward, in-cluding retaining wall at the slope foot as well as anti-sliding pile, pre-stressed anchor cable integrated with drainage system, concrete lattice beam on the natural slope surface. The monitoring data showed that the reinforced body was in a stable state.