寒区土坝干砌石护坡损坏原因分析及设计对策OA
Analysis of damage causes and design countermeasures for dry-laid stone slope protection of earth dams in cold regions
本文通过对寒区土坝上游干砌石护坡损坏原因进行系统分析,提出寒区土坝干砌石护坡在冰拔力作用下安全系数的计算方法.研究提出了可有效抵抗冰推力和冰拔力的新型砌石护坡结构形式,构建了寒区土坝上游砌石护坡设计对策措施体系.研究成果可有效解决寒区土坝上游干砌石护坡冰冻损坏问题,避免因频繁维修加固而耗用大量人力、物力和资金,对于寒区土坝护坡设计具有指导和借鉴意义.
This paper systematically analyzes the causes of damage to upstream dry-laid stone slope protection of earth dams in cold regions and proposes a method for calculating the safety factor of such slope protection structures under ice uplift forces.A new type of dry-laid stone slope protection structure capable of effectively resisting both ice thrust and ice uplift forces is developed,and a comprehensive framework of design countermeasures for upstream dry-laid stone slope protection of earth dams in cold regions is established.The results demonstrate that the proposed measures can effectively mitigate frost damage to upstream dry-laid stone slope protection,thereby reducing the substantial labor,materials and financial resources required for frequent maintenance and reinforcement.The study provides valuable guidance and a reference for the design of earth dam slope protection in cold regions.
王成山
辽宁省水利水电勘测设计研究院,辽宁 沈阳 110166
建筑与水利
寒区土坝砌石护坡冰冻荷载作用
cold regionsearth damdry-laid stone slope protectionfrost load
《东北水利水电》 2026 (6)
67-70,4
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