Mechanical modeling for precast trapezoidal canal under the influence of bi-directional frost heave and field experimental verification

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL Cold Regions Science and Technology Pub Date : 2025-01-27 DOI:10.1016/j.coldregions.2025.104434
Jianrui Ge , Yaxin Zhang , Zhengzhong Wang , Haoyuan Jiang , Yonghong Niu , Min Xiao
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Abstract

Precast lined canals are important water conveyance structures; however, they often suffer severe frost heave hazardous in cold regions. Currently, the frost heave design of precast canallining canals mostly depends on engineering experience, and the analytical mechanical model under the frost heave action of foundation soil is seldom studied, which leads to a deficiency in existing design. First, the frost heave characteristics of the canal are analyzed, and the canal lining structure is regarded as simply supported beam. Then, the frost heave mechanical model of precast lining canal under bi-directional frost heave is established, and the bending moment and deflection are deduced. The accuracy of the model is verified by comparing with field monitoring test data. Finally, the frost heave law of the precast lining canal is revealed by parameter analysis. The results show that the bi-directional frost heave calculation method should be employed in shallow ground water, while the ordinary frost heave calculation method can be selected for deep ground water. The maximum displacement at the joint of the precast lining is 2.42 cm, less than 3 cm permissible displacement, whereas that of the cast lining is 1.65 cm, which is 46.67 % higher than that of the cast plate, the frost heave displacement of the cast-in-place plate is greater than 1 cm. This clearly demonstrates the superior deformation capacity and frost resistance. The research results can provide a theoretical basis for frost heave design of precast lining canals in cold regions.
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双向冻胀影响下预制梯形渠的力学建模及现场试验验证
预制衬砌水渠是重要的输水结构;然而,在寒冷地区,它们经常遭受严重的冻胀。目前,预制渠系冻胀设计大多依靠工程经验,对地基土冻胀作用下的解析力学模型研究较少,导致现有设计存在不足。首先,分析了渠道的冻胀特性,并将渠道衬砌结构视为简支梁。然后,建立了双向冻胀作用下预制衬砌渠道的冻胀力学模型,并推导了其弯矩和挠度。通过与现场监测试验数据的对比,验证了模型的准确性。最后,通过参数分析揭示了预制衬砌渠道的冻胀规律。结果表明,浅层地下水应采用双向冻胀计算方法,深层地下水可采用普通冻胀计算方法。预制衬砌接缝处的最大位移为2.42 cm,小于3cm的允许位移,而现浇衬砌的最大位移为1.65 cm,比现浇板的最大允许位移高46.67%,现浇板的最大冻胀位移大于1cm。这清楚地表明了优越的变形能力和抗冻性。研究结果可为寒区预制衬砌渠道冻胀设计提供理论依据。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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