节点文献
混凝土衬砌渠道冻胀破坏的机理及力学分析
The Failure Mechanism of Canal Lining Caused by Frozen and its Mechanical Analysis
【摘要】 分析混凝土衬砌渠道冻胀破坏的现象和机理,给出了梯形混凝土衬砌渠道的冻胀力学模型,并进行了受力分析与载荷计算.提出了寒区混凝土防护层渠道最低衬砌厚度的计算方法.
【Abstract】 In this paper,the failure phenomenon and mechanism of canal concrete lining caused by frozen are analyzed.The mechanical model of trapezoid concrete lining canal is developed,and its mechanical analysis and load calculation are done.The calculation method about the minimum lining thickness of concrete protective layer is given in the cold region.
【基金】 吉林大学创新基金资助,编号:CX200
- 【文献出处】 佳木斯大学学报(自然科学版) ,Journal of Jiamusi University(Natural Science Edition) , 编辑部邮箱 ,2006年02期
- 【分类号】TV698.26
- 【被引频次】34
- 【下载频次】238