供稿: 宋丹青;王丰;宋宏权 | 时间: 2018-11-14 | 次数: |
作者单位:上海交通大学船舶海洋与建筑工程学院;河南大学生命科学学院;河南大学环境与规划学院;黄河中下游数字地理技术教育部重点实验室
摘要:以九甸峡库区某库岸边坡为例,采用GPS对该边坡进行高精度、连续性的位移监测,研究水库蓄水初期库岸边坡稳定性的影响因素。结合滑坡具体的工程地质条件和变形特征,采用边坡熵分析不同库水位条件下的库岸边坡的稳定性。结果表明,蓄水初期库岸边坡受库水位及蓄水速率影响较小,整体上较为稳定;滑体中部变形较大,变形速率具有逐渐变小的趋势;变形破坏模式为中部分块、分级牵引后缘的蠕变破坏特征。针对滑体的变形特征,提出合理的治理措施,对类似工程具有借鉴意义。
基金:国家自然科学基金资助项目(41401107);国家重点基础研究发展计划(973计划)(2014CB744701);
DOI:10.16186/j.cnki.1673-9787.2016.05.021
分类号:TV697.23
Abstract:Taking an bank slope in Jiudian Gorge reservoir as an example,the displacement was used to preciously and continuously monitored by GPS to study the stability of reservoir bank slope in early reservoir filling and the deformation characteristic of the slope was analyzed in combination with engineering geological conditions.The slope entropy was used to analyze the stability of slope under different conditions of water levels.The result shows that the stability of bank slope was affected by reservoir filling and the rate of water level in a little degree with being stable on the whole; the displacement of the middle part of the slope was the largest,the displacement velocity trended to become smaller generally; the displacement deformation model was creep damage characteristics which was the central block pull the trailing edge.Finally,the reasonable management measures were put forward to provide reference for other similar projects.