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基于能量平衡法的原状冻土Ⅰ型非线性断裂韧度测试研究
  • 期刊名称:岩土力学
  • 时间:0
  • 页码:83-87
  • 语言:中文
  • 分类:TU998[建筑科学—市政工程] TQ113.252[化学工程—无机化工]
  • 作者机构:[1]Key Laboratory for Prediction & Control on Complicated Structure System of the Education Department of Liaoning Province, Dalian University, Dalian, Liaoning 116622, China, [2]State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China
  • 相关基金:Acknowledgments: The financial supports are provided by the National Natural Science Foundation of China (Grant No.50809007); the Scientific Research Item of Liaoning Institution of Higher Education (No.2008023); and the Open Fund of the State Key Laboratory of Frozen Soil Engineering (SKLFSE200907).
  • 相关项目:寒区水工建筑物护坡抗冰压力计算及应用方法研究
作者: 刘晓洲|
中文摘要:

在冷区域的水库被覆被霜经常在 winter.This 由于低温度、低温实验法的环境的联合行动损坏损坏减少或甚至消除水库 revetment.In 的功能这份报纸,实际问题 m 工程在分析和计算的一个传统的方法上为 Tuanjie Reservoir.Based 的排水抽水站被分析,破裂力学被合并在防冻剂 da 的问题上提供定量分析和计算

英文摘要:

Reservoir revetment in cold regions is often damaged by frost due to the joint action of low-temperatures and cryogenic environment in winter. This damage reduces or even eliminates the function ofthe reservoir revelrnent. In this paper, practical problems in engineering were analyzed for the drainage pumping station of Tuanjie Reservoir. Based on a tradifional method of analysis and calculalion, fiacture mechanics was iricorporated to provide quantitative analysis and calculation on the problem of anti-freeze damage from the viewpoint of fracture mechanics. Thus, a new idea is put forward to resolve anti-freefing ofreservoir slope proteclion in cold regions.

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