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季节冻土区膨胀土边坡冻害防护综合技术

徐丽丽, 刘丽佳, 徐昭巍, 张滨

徐丽丽, 刘丽佳, 徐昭巍, 张滨. 季节冻土区膨胀土边坡冻害防护综合技术[J]. 岩土工程学报, 2016, 38(zk1): 216-220. DOI: 10.11779/CJGE2016S1040
引用本文: 徐丽丽, 刘丽佳, 徐昭巍, 张滨. 季节冻土区膨胀土边坡冻害防护综合技术[J]. 岩土工程学报, 2016, 38(zk1): 216-220. DOI: 10.11779/CJGE2016S1040
XU Li-li, LIU Li-jia, XU Zhao-wei, ZHANG Bin. Integrated protection technology for expansive soil slopes in seasonally frozen zones[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 216-220. DOI: 10.11779/CJGE2016S1040
Citation: XU Li-li, LIU Li-jia, XU Zhao-wei, ZHANG Bin. Integrated protection technology for expansive soil slopes in seasonally frozen zones[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 216-220. DOI: 10.11779/CJGE2016S1040

季节冻土区膨胀土边坡冻害防护综合技术  English Version

基金项目: 水利部公益性行业科研专项(201001027); 黑龙江省自然科学基金项目(E0223)
详细信息
    作者简介:

    徐丽丽(1983- ),女,哈尔滨人,硕士,工程师,主要从事冻土工程、水利工程等方面的科研工作。E-mail: xulili83716@163.com。

Integrated protection technology for expansive soil slopes in seasonally frozen zones

  • 摘要: 边坡防护对于季节冻土区膨胀土渠道边坡冻胀破坏和边坡稳定性是非常必要的。通过工程背景和膨胀土特性的分析,认为季节冻土区膨胀土渠坡防护的目标是尽量抑制破坏区的含水率变化幅度,从而保证膨胀土边坡的土体结构不被破坏,抑制裂隙发育;基于对土体的冻胀和膨胀特性理论研究,提出了兼顾防水与排水的综合防护技术,确保防护措施的长效性。
    Abstract: In seasonal frozen zones, protection technology for heaving damage and slope stability of expansive soil slopes is necessary. By analyzing the engineering background and characteristics of expansive soil, that it is considered protection goal of expansive soil slopes is to try to suppress the amplitude of the water content of the destruction zone so as to ensure that the soil structure of slope is not destroyed and crack development is restricted. Based on the theoretical researches on frost heaving and swelling characteristics of expansive soil, the comprehensive protection technology with both waterproofing and drainage is proposed to ensure the long-term effectiveness of protective measures.
  • [1] 包承纲. 南水北调中线工程膨胀土渠坡稳定问题及对策.[J]. 人民长江, 2003(5): 4-6. (BAO Cheng-gang, North water transfer project expansive soil canal slope stability problems and countermeasures[J]. Yangtze River. 2003(5): 4-6. (in Chinese))
    [2] 汪明元, 徐 晗, 包承纲, 等. 膨胀土边坡加筋效果与机理研究[C]// 中国土木工程学会第十届土力学及岩土工程会议论文集(下册). 重庆, 2007: 437-442. (WANG Ming-yuan, XU Han, BAO Chen-gang, et al. Expansive soil slope reinforcement effect and mechanism[C]// Tenth Soil Mechanics and Geotechnical Engineering Conference Proceedings of China Civil Engineering Society. Chongqing, 2007: 437-442. (in Chinese))
    [3] 胡 斌, 王新刚, 连宝琴. 纤维类材料改善膨胀土工程性能的适用性探讨[J]. 岩土工程学报, 2010, 32(增刊2): 615-618. (HU Bin, WANG Xin-gang, LIAN Bao-qin. Applicability exploration of improving engineering properties of expansive soil with fiber materials[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 615-618. (in Chinese))
    [4] 王 钊, 陈春红, 王金忠. 玻璃钢螺旋锚在修复膨胀土渠坡中的应用[J]. 四川大学学报(工程科学版), 2007, 39(4): 1-5. (WANG Zhao, CHEN Chun-hong, WANG Jin-zhong. Application of FRP screw anchor in repairing of canal slope of expansive soils[J]. Journal of SICHUAN University (Engineering Sciences Edition), 2007, 39(4): 1-5. (in Chinese))
    [5] 刘斯宏, 白福青, 汪易森, 等. 膨胀土土工袋浸水变形及强度特性试验研究[J]. 南水北调与水利科技, 2009, 7(6): 54-58. (LIU Si-hong, BAI Fu-qing, WANG Yi-sen, et al. Experimental study on wetting induced deformation and strength characteristics of soil bag filled with expansive soil[J]. South to North Water Transfers and Water Science & Technology), 2009, 7(6): 54-58. (in Chinese))
    [6] 张焕洲, 谢 平, 戴秋红, 等. 格宾网材在黄石长江干堤兴堤段的应用[J]. 人民长江, 2002, 33(9): 38-39. (ZHANG Huan-zhou, XIE Ping, DAI Qiu-hong. Gabion material used in Huangshi Yangtze Dike embankment[J]. Yangtze River, 2002, 33(9): 38-39. (in Chinese))
    [7] KINNEY T, CONNOR B. Geosynthetic reinforcement of paved road embankments on polygonal ground[J]. Journal of Cold Regions Engineering, 1990, 4(2): 102-112.
    [8] HENRY K S, STORMONT J C. Geocomposite capillary barrier drain for limiting moisture changes in pavement subgrades and base courses[R]. Hanover: US Army Cold Regions and Research Engineering Laboratory, 2002.
    [9] 徐丽丽, 张 滨, 李兆宇, 等. 冻融环境下加筋膨胀土边坡力学模型试验与研究[J]. 黑龙江大学工程学报, 2014, 5(3): 234-237. (XU Li-li, ZHANG Bin, LI Zhao-yu, et al. Experimental study of reinforced expansive soil slope in freeze-thaw environment[J]. Journal of Engineering Heilongjiang University, 2014, 5(3): 234-237. (in Chinese))
    [10] 缪林昌, 刘松玉. 论膨胀土的工程特性及工程措施[J]. 水利水电科技进展, 2001, 21(2): 37-40. (LIAO Lin-chang, LIU Song-yu. Expansive soil engineering characteristics and engineering measures[J]. Advances in Science and Technology of Water Resources, 2001, 21(2): 37-40. (in Chinese))
    [11] 徐丽丽, 刘丽佳, 曲祥民. EPS颗粒改良膨胀土的膨胀特性、冻胀特性试验研究[C]// 第八届中国土工合成材料学术会议论文集. 天津, 2012: 376-378. (XU Li-li, LIU Li-jia, QU Xiang-min. Experimental Study on expansion characteristics, frost heave characteristics of EPS beads improved expansive soils[C]// Eighth China Geosynthetics Conference Proceedings. Tianjin, 2012: 376-378. (in Chinese))
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出版历程
  • 收稿日期:  2015-11-29
  • 发布日期:  2016-03-24

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