| 基于物理模型试验的杆塔基础滑坡防护措施效果研究 |
| |
| 引用本文： | 李思德,李远耀,殷坤龙,钟源,刘毅,许艺林.基于物理模型试验的杆塔基础滑坡防护措施效果研究[J].地质科技通报,2022,41(2):209-218. |
| |
| 作者姓名： | 李思德 李远耀 殷坤龙 钟源 刘毅 许艺林 |
| |
| 基金项目： | 国家重点研发计划项目2018YFC0809402 |
| |
| 摘 要： | 大量穿越山地丘陵区的高压输电线路杆塔基础常位于滑坡灾害高易发斜坡地段, 施加适当防护措施提高其稳定性, 是保障输电线路持续安全运行的关键。为研究不同防护措施对杆塔基础滑坡的防护效果, 以湖北省巴东县燕子滑坡为地质原型, 设计制作物理试验模型, 分别开展了极端降雨条件下滑坡在无防护、施加抗滑桩与格构护坡时的物理模型试验, 从试验角度揭示了滑坡变形破坏特征与不同防护措施的防护效果。试验结果表明: 在2种极端降雨工况(50, 100 mm/h)下, 无防护的滑坡体历经了坡表冲刷、裂缝扩展、局部垮塌变形与整体滑动的演化过程; 抗滑桩措施对滑坡整体的防护效果显著, 滑坡整体处于稳定状态, 杆塔基础变形较小, 杆塔倾斜率满足规范, 但坡表会出现冲刷垮塌现象; 格构护坡措施能有效减少坡面冲刷和坡脚垮塌风险, 但在持续强降雨条件下对杆塔基础的整体稳固作用稍弱。物理模型试验结果与滑坡历史变形和实际治理效果吻合, 试验结论可为类似杆塔基础滑坡的破坏机理研究与防护工程设计提供借鉴。
|
| 关 键 词： | 杆塔基础滑坡 物理模型试验 抗滑桩 格构护坡 极端降雨 |
| 收稿时间： | 2021-08-12 |
Study on the effect of tower foundation landslide protection measures based on a physical model test |
| |
| Abstract: | A large number of high voltage transmission tower foundations crossing mountainous and hilly areas are often located in high-prone slope areas of landslide disasters. Applying appropriate protective measures to improve their stability is the key to ensuring the continuous and safe operation of transmission lines. To study the protection effect of different protection measures on the tower foundation landslide, this paper takes the Yanzi landslide in Badong County, Hubei Province as a geological prototype, designs and produces a physical test model, and carries out physical model tests of the landslide under extreme rainfall conditions(50, 100 mm/h) without protection, applying anti-slide piles and lattice protection. The deformation and failure characteristics of the landslide and the protective effect of different protective measures are revealed from the experimental point of view. The results show that under two extreme conditions, the unprotected landslide experienced the evolution process of slope surface erosion, crack propagation, local collapse and deformation, and overall sliding. The anti-slide pile measures have a significant effect on the overall protection of the landslide. The landslide is in a stable state, the deformation of the tower foundation is small, and the inclination rate of the tower meets the specification, but the slope surface will be scoured and collapsed. Lattice slope protection measures can effectively reduce the risk of slope erosion and slope toe collapse, but the overall stabilization of the tower foundation under continuous heavy rainfall is slightly weaker. The model test results are consistent with the historical deformation of the landslide and the actual treatment effect. The test conclusions can provide a reference for the failure mechanism research and protection engineering design of similar tower foundation landslides. |
| |
| Keywords: | |
|
| 点击此处可从《地质科技通报》浏览原始摘要信息 |
|
点击此处可从《地质科技通报》下载全文 |
|
