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[1]张宏,张伯平,牟过斌.抗冻胀刚性渠道衬砌层断面设计的探讨[J].水土保持研究,2006,13(01):256-258.
　ZHANG Hong,ZHANG Bo-ping,MOU Guo-bin.Study of the Anti-freezing Rigid Channel Liner Layer Section Design[J].Research of Soil and Water Conservation,2006,13(01):256-258.

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抗冻胀刚性渠道衬砌层断面设计的探讨

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 13 期数: 2006年01期页码: 256-258 栏目: 出版日期: 1900-01-01

Title:: Study of the Anti-freezing Rigid Channel Liner Layer Section Design

作者:: 张宏^1,2, 张伯平¹, 牟过斌³; 1. 西北农林科技大学水利与建筑工程学院陕西杨陵 712100;
2. 中交远洲交通科技有限公司石家庄 050000;
3. 渭南市石堡川水库管理局陕西渭南 715200

Author(s):: ZHANG Hong^1,2, ZHANG Bo-ping¹, MOU Guo-bin³; 1. College of Water Resources and Architectural Engineering, Northwest Sci-tech University of Agriculture and Forestry, Yangling, Shaanxi 712100, China;
2. Zhongjiao Yuanzhou Communication Technology Co., Ltd, Shijiazhuang 050000, China;
3. Shibuchuan Reservoir Management Department of Weinan City, Weinan, Shaanxi 715200, China

关键词:: 渠道; U形断面; 理论分析; 冻胀

Keywords:: channel; U shape section; analysis of theory; anti-freezing

分类号:: TU443

摘要:: 为找到渠道刚性衬砌层最优断面，作者从理论上进行了受力分析。结果表明：圆弧底U应为理论最佳断面；并在不同的地下水埋深情况下，给出了计算公式。而且在实践中证明了其正确性。

Abstract:: In order to find out the superior section of the rigid channel liner layer,the analysis of press from the theories was made.The result showed:the arc bottom U should be the best section in theories;under different groundwater deepness,the calculation formula was given.And its accuracy was proved in fact.

参考文献/References:

[1] 徐祖.中国冻胀研究进展[J].地球科学进展,1994,9(5):13-19.
[2] 刘鸿绪.法向冻胀力计算[A].冰川冻土,1981,3(2):13-17.
[3] 徐绍新.论季节冻土区基础的冻胀力[A].第三届全国冻土学术会议选集[C].北京:科学出版社,1989.175-178.
[4] 朱强.我国渠道冻胀防治综述[J].防渗技术,1996,2(3):7-17.
[5] 刘鸿绪.再论冻胀量与冻胀力之关系[J].冰川冻土,2001,23(1):63-66.

相似文献/References:

[1]娄宗科,张慧莉,阎宁霞,等.渠道防渗防冻胀衬砌技术研究——以杨陵渠灌农业高效用水模式试验区为例[J].水土保持研究,2002,9(02):19.
　LOU Zong-ke,ZHANG Hui-li,YAN Ning-xia,et al.Research on the Optimum Styles of Canal Lining for Seepage Control and Freezing Prevention[J].Research of Soil and Water Conservation,2002,9(01):19.

备注/Memo

收稿日期:2005-1-22;
作者简介:张宏（1977- ），男，河北人，在读研究生，研究方向为岩土工程.

更新日期/Last Update: 1900-01-01