• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 55 Issue 4
Jul.  2020
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Article Contents
WANG Wei, ZHANG Xifa, LÜ Yan. Experimental Study on Frost Heave, Thaw Settlement and Thermal Properties of Foundation Soils along China-Russia Crude Oil Pipeline[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 733-742. doi: 10.3969/j.issn.0258-2724.20180801
Citation: WANG Wei, ZHANG Xifa, LÜ Yan. Experimental Study on Frost Heave, Thaw Settlement and Thermal Properties of Foundation Soils along China-Russia Crude Oil Pipeline[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 733-742. doi: 10.3969/j.issn.0258-2724.20180801

Experimental Study on Frost Heave, Thaw Settlement and Thermal Properties of Foundation Soils along China-Russia Crude Oil Pipeline

doi: 10.3969/j.issn.0258-2724.20180801
  • Received Date: 20 Sep 2018
  • Rev Recd Date: 04 Jan 2019
  • Available Online: 27 Mar 2020
  • Publish Date: 01 Aug 2020
  • The China-Russia crude oil pipeline is one of the strategic energy channels of China. The pipeline passes through the permafrost region of the Da Hinggan Mountains, where the engineering geological conditions are very complex, especially near the Yilehuli Mountains, and frost heave and thaw settlement seriously affect the normal operation of the pipeline. Experiments were therefore conducted on soils in this area to study their properties of frost heave, thaw settlement and thermal conductivity, and the test data were subjected to the regression analysis and influencing factors analysis. Results show that when the plasticity of fine-grained soils is less than 10, the frost heave ratio of soils does not necessarily increase with an increase in the initial water content. Thus, gravel and breakstone should be used as cushion and filling materials, and waterproof and drainage measures should be taken. Meanwhile, the coefficient of thaw settlement increases with water content and decreases with dry density. The silt is very sensitive to the thawing action, hence not suitable for pipe foundation, and fine gravel is the best frozen soil foundation. Besides, the thermal conductivity increases with the increase of total water content and dry density. The thermal conductivity of coarse-grained soil is higher than that of fine-grained soil, and the thermal conductivity of frozen soil is higher than that of thawed soil. However, when the water content is less than 10%, the thermal conductivity of the thawed soil is higher than that of the frozen soil. In addition, the results of thermal conductivity obtained by different test methods are significantly different. Generally, the thermal conductivity of disturbed coarse-grained soil sample should be measured by heat flow meter method, that of disturbed fine-grained soil sample should be measured by hot wire method, and that of undisturbed sample should be measured by comparison method.

     

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  • 李国玉,金会军,盛煜,等. 中国-俄罗斯原油管道工程(漠河—大庆段)冻土工程地质考察与研究进展[J]. 冰川冻土,2008,30(1): 170-175.

    LI Guoyu, JIN Huijun, SHENG Yu, et al. Recent advances in frozen ground engineering geology survey along the China-Russia crude oil pipeline route (Mohe−Daqing section)[J]. Journal of Glaciology and Geocryology, 2008, 30(1): 170-175.
    李国玉,马巍,王学力,等. 中俄原油管道漠大线运营后面临一些冻害问题及防治措施建议[J]. 岩土力学,2015,36(10): 2963-2973.

    LI Guoyu, MA Wei, WANG Xueli, et al. Frost hazards and mitigative measures following operation of Mohe-Daqing line of China-Russia crude oil pipeline[J]. Rock and Soil Mechanics, 2015, 36(10): 2963-2973.
    金会军,喻文兵,陈友昌,等. 多年冻土区输油管道工程中的(差异性)融沉和冻胀问题[J]. 冰川冻土,2005,27(3): 454-464. doi: 10.3969/j.issn.1000-0240.2005.03.021

    JIN Huijun, YU Wenbing, CHEN Youchang, et al. (Differential) frost heave and thaw settlement in the engineering design and construction of oil pipelines in permafrost regions:a review[J]. Journal of Glaciology and Geocryology, 2005, 27(3): 454-464. doi: 10.3969/j.issn.1000-0240.2005.03.021
    金会军,于少鹏,吕兰芝,等. 大小兴安岭多年冻土退化及其趋势初步评估[J]. 冰川冻土,2006,28(4): 467-476. doi: 10.3969/j.issn.1000-0240.2006.04.002

    JIN Huijun, YU Shaopeng, LÜ Lanzhi, et al. Degradation of permafrost in the Da and Xiao Hinggan Mountains,Northeast China,and preliminary assessment of its trend[J]. Journal of Glaciology and Geocryology, 2006, 28(4): 467-476. doi: 10.3969/j.issn.1000-0240.2006.04.002
    何瑞霞,金会军,赵淑萍,等. 冻土导热系数研究现状及进展[J]. 冰川冻土,2017,39(5): 1-11.

    HE Ruixia, JIN Huijun, ZHAO Shuping, et al. Review of status and progress of the study in thermal conductivity of frozen soil[J]. Journal of Glaciology and Geocryology, 2017, 39(5): 1-11.
    吉延峻,金会军,张建明,等. 中俄原油管道沿线典型土样冻胀性试验研究[J]. 冰川冻土,2008(2): 296-300.

    JI Yanjun, JIN Huijun, ZHANG Jianming, et al. Experimental study of the frost-heaving ratio of the typical soil samples along the China-Russia crude oil pipeline[J]. Journal of Glaciology and Geocryology, 2008(2): 296-300.
    吉延峻,金会军,王国尚,等. 中俄原油管道(漠河-大庆段)地基土融沉稳定性评价研究[J]. 工程地质学报,2010(2): 241-251. doi: 10.3969/j.issn.1004-9665.2010.02.015

    JI Yanjun, JIN Huijun, WANG Guoshang, et al. Thaw stability assessment of the permafrost foundation soil along the proposed China-Russia crude oil pipeline from Mo ’he to Daqing[J]. Journal of Engineering Geology, 2010(2): 241-251. doi: 10.3969/j.issn.1004-9665.2010.02.015
    董斌. 中俄石油管道漠河-塔河段冻土融沉特性及工程措施研究[D]. 长春: 吉林大学, 2008.
    郭高峰. 影响多年冻土融沉特性的因素研究[D]. 长春: 吉林大学, 2008.
    陈义民. 多年冻土融沉特性统计分析与分类研究[D]. 长春: 吉林大学, 2008.
    逯兰. 冻土融化下沉特性试验分析研究[D]. 长春: 吉林大学, 2009.
    陶兆祥,张景森. 大含水(冰)量融土冻土导热系数的测定研究[J]. 冰川冻土,1983,5(2): 75-80.

    TAO Zhaoxiang, ZHANG Jingsen. The thermal conductivity of thawed and frozen soils with high water (ice) content[J]. Journal of Glaciology and Geocryology, 1983, 5(2): 75-80.
    肖琳,李晓昭,赵晓豹,等. 含水量与孔隙率对土体热导率影响的室内实验[J]. 解放军理工大学学报(自然科学版),2008,9(3): 242-247.

    XIAO Lin, LI Xiaozhao, ZHAO Xiaobao, et al. Laboratory on influences of moisture content and porosity on thermal conductivity of soils[J]. Journal of PLA University of Science and Technology, 2008, 9(3): 242-247.
    袁喜忠,李宁,赵秀云,等. 非饱和(冻)土导热系数预估模型研究[J]. 岩土力学,2010,31(9): 2689-2694. doi: 10.3969/j.issn.1000-7598.2010.09.001

    YUAN Xizhong, LI Ning, ZHAO Xiuyun, et al. Study of thermal conductivity model for unsaturated unfrozen and frozen soils[J]. Rock and Soil Mechanics, 2010, 31(9): 2689-2694. doi: 10.3969/j.issn.1000-7598.2010.09.001
    周家作,韦昌富,魏厚振,等. 热线源法测量冻土热参数的适用性分析[J]. 岩土工程学报,2016,38(4): 681-687.

    ZHOU Jiazuo, WEI Changfu, WEI Houzhen, et al. Applicability of line heat source method in measuring thermal parameters of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 681-687.
    王伟,张喜发,吕岩. 多年冻土区管道地基土开式冻胀试验研究[J]. 天然气工业,2017,37(10): 93-99. doi: 10.3787/j.issn.1000-0976.2017.10.013

    WANG Wei, ZHANG Xifa, LÜ Yan. Investigation on the open frozen-heave test of the foundation of pipelines in the permafrost regions[J]. Natural Gas Industry, 2017, 37(10): 93-99. doi: 10.3787/j.issn.1000-0976.2017.10.013
    中国科学院数学研究所数理统计组. 回归分析方法[M]. 北京: 科学出版社, 1974: 132-134.
    张喜发, 杨风学, 冷毅飞, 等. 冻土试验与冻害调查[M]. 北京: 科学出版社, 2013: 55-56.
    孙振华. 多年冻土原状样热学性质研究[D]. 长春: 吉林大学, 2008.
    王伟. 冻土传热性质试验研究[D]. 长春: 吉林大学, 2010.
    孙克国, 李思, 许炜萍, 等. 导热系数对寒区隧道温度场时空分布的影响[J]. 西南交通大学学报, 2020, 55(2): 256-264, 289.

    SUN Keguo, LI Si, XU Weiping, et al. Influence of thermal conductivity on temporal and spatial distributions of temperature filed in cold region tunnel[J]. Journal of Southwest Jiaotong University, 2020, 55(2): 256-264, 289.
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