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乐昌峡水利枢纽库岸滑坡弃渣加固效果分析OA

Effects of Waste Slags in Reservoir Bank Reinforcement of Lechangxia Water Conservancy Project

中文摘要英文摘要

乐昌峡水利枢纽工程是广东北江上游的关键性防洪控制工程,在水位变动情况下,库岸滑坡稳定性差,从经济、环保、安全角度综合考虑,采用弃渣压脚方案对库岸各滑坡进行加固.该文以松山子滑坡为例,分析了弃渣压脚加固前后3种水位状态下滑坡的变形分布特征、特征点变形规律和稳定性状态,从而综合分析弃渣压脚加固对滑坡的加固效果.所得结论主要有:①水位变动对滑坡变形和稳定性影响明显,低水位时滑坡稳定性最高,正常蓄水次之,汛限水位最差;②弃渣压脚加固有效控制了滑坡变形并改善其稳定性,低水位时稳定性提高42%,正常蓄水时提高28%左右,汛限水位时提高25%以上;③弃渣压脚加固对低水位时变形控制最好,汛限水位次之,正常蓄水位效果最小.

The Lechangxia Water Conservancy Project is a key flood control project on the upstream of the Beijiang River in Guangdong.Under varying water levels,the stability of the landslides on the bank of the reservoir is poor.From an economic,environmental,and safety perspective,the dumped material footing scheme is adopted to stabilize the dam bank slopes.Taking Songshanzi landslide as an example,this paper analyzes the distribution characteristics of landslide deformation,the deformation rule of characteristic points,and the stability state before and after reinforcement.The main conclusions are as follows:①The water level variation has a significant impact on landslide deformation and stability.The stability of the landslide is highest at low water level,followed by normal water storage,and the worst at the flood limit water level.②The abandoned material footing reinforcement effectively controls the landslide deformation and improves its stability.The stability is increased by 42%at low water level,28%at normal water storage,and more than 25%at the flood limit water level.③The abandoned material footing reinforcement has the best effect on controlling landslide deformation at low water level,followed by the flood limit water level,and the least effect at normal water storage.

王东英;杨光华

广州职业技术大学,广州 511483广东省水利水电科学研究院,广州 510635

建筑与水利

乐昌峡库岸加固效果

Le-changxiareservoirreinforcement effect

《广东水利水电》 2026 (2)

7-18,12

国家自然科学基金项目(编号:51778152)中国博士后科学基金项目(编号:2019M662827)广州番禺职业技术学院科技类青年项目(编号:2022KJ11)2023年度广东省普通高校青年创新人才类项目(编号:2023KQNCX212).

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