| 双防风积砂垫层抗冻渠道的若干技术试验分析研究 |
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| 引用本文： | 周池绪,宋玲,周洪景,管永生.双防风积砂垫层抗冻渠道的若干技术试验分析研究[J].石河子大学学报,1996(Z1). |
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| 作者姓名： | 周池绪 宋玲 周洪景 管永生 |
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| 作者单位： | 新疆农七师基建处 |
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| 摘 要： | 就“双防”抗冻胀型渠道的风积砂垫层厚度、冻融条件下的边坡系数、渠基稳定、在斜坡塑膜上现浇混凝土施工等几个技术问题，通过试验分析，作出合理的确定，对工程设计、施工具有指导作用，并可带来较大的经济效益。
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| 关 键 词： | 冻胀，风积砂垫层，边坡系数，稳定渠基 |
A Study and Analysis on Technical Problems of Wind-blown Sand as Bed Course in Double-Curshion Ditch |
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| Zhou Chixu, Song Ling, Zhou Hongjing, Guan Yongsheng.A Study and Analysis on Technical Problems of Wind-blown Sand as Bed Course in Double-Curshion Ditch[J].Journal of Shihezi University(Natural Science),1996(Z1). |
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| Authors: | Zhou Chixu Song Ling Zhou Hongjing Guan Yongsheng |
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| Institution: | Zhou Chixu; Song Ling; Zhou Hongjing; Guan Yongsheng (Dept. of Civil Engineering) (Constrution Dept. of the Seventh Agricultural Division) |
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| Abstract: | In the channel with double-cushion to resist freez-heave, the thickness of wind-blown sand as bed course, the ratio of slope under the condition of freezing-thawing and the stability of foundment can preporly be determinated through test and analysis.Meanwhile,several problems of pure contrete on the plastic film can be solved. Applying these methods and results to construct is able to bring more benefit. |
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| Keywords: | frost heaving ratio of slope channel stability bed cushion of wind-blown sand |
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