寒期湖岸曲墙冻胀规律解析 |
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引用本文: | 孙洪伟,张华,沙勇. 寒期湖岸曲墙冻胀规律解析[J]. 长春工程学院学报(自然科学版), 2016, 17(1): 5-9. DOI: 10.3969/j.issn.1009-8984.2016.01.002 |
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作者姓名: | 孙洪伟 张华 沙勇 |
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作者单位: | 长春工程学院土木工程学院,长春,130012;长春工程学院土木工程学院,长春,130012;长春工程学院土木工程学院,长春,130012 |
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基金项目: | 吉林省教育厅资助项目(吉教科合字第227号) |
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摘 要: | 湖岸曲线形挡土墙为“曲墙”。据原位观测采集的长春雕塑公园中心湖岸曲墙的水平冻胀位移数据,绘制了位移曲线,分析了不同凸曲形状曲墙水平冻胀位移规律和“冻害”程度。
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关 键 词: | 曲墙 冻胀水平位移 冻缩水平位移 “冻害”程度 |
The Analysis of Frost-Heaving Laws on Lakeshore Curved Wall in Cold Season |
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Abstract: | Lakeshore curved retaining wall is called as “curved wall” .According to the frost‐heaving hori‐zontal displacement data collected from the center lakeshore cured wall in Changchun Sculpture Park by si‐tu‐observation ,the displacement curve has been drew in this article .The frost‐heaving horizontal displace‐ment laws and“freezing”degrees to different curved walls with different curved shapes have also been ana‐lyzed . |
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Keywords: | curvedwall frost-heaving horizontal displacement frost-condensation horizontal displacement “f reezing” deg ree |
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