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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2020  >  20(5): 22-40
YANG Xiao-hua, ZHANG Sha-sha, LIU Wei, YU Ze-long. Research progress on engineering properties of coarse-grained saline soil[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 22-40. doi: 10.19818/j.cnki.1671-1637.2020.05.002
Citation: YANG Xiao-hua, ZHANG Sha-sha, LIU Wei, YU Ze-long. Research progress on engineering properties of coarse-grained saline soil[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 22-40. doi: 10.19818/j.cnki.1671-1637.2020.05.002
shu

Research progress on engineering properties of coarse-grained saline soil

doi: 10.19818/j.cnki.1671-1637.2020.05.002
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Construction Engineering Department, Taiyuan University, Taiyuan 030009, Shanxi, China

  • 3.

    School of Engineering, Newcastle University, Newcastle NE1 7RU, Tyne and Wear, UK

Funds:

National Natural Science Foundation of China 41807245

Natural Science Basic Research Program of Shaanxi Province 2019JM-147

Fundamental Research Funds for the Central Universities 300102219219

More Information
  • Author Bio:

    YANG Xiao-hua(1961-), male, professor, PhD, xiaohuay@126.com

  • Corresponding author: ZHANG Sha-sha(1982-), female, associate professor, PhD, zss_lx@126.com
  • Received Date: 2020-05-10
  • Publish Date: 2020-10-25
    Abstract
  • Based on the distribution of saline soil, the environmental protection feature and the importance of rational utilization of coarse-grained saline soil were expounded. In view of the single-factor salt expansion test results, combined with the multi-factor interaction salt expansion test, the effects of five factors such as soil, water, salt, temperature and force on the salt expansion of coarse-grained saline soil were analyzed. According to the comparison of on-site and laboratory collapse test results, the typical laws of collapse characteristics of coarse-grained saline soil were concluded. The results of the freeze-thaw cycle test of coarse-grained saline soil under different working conditions were also summarized, and the existing improvement methods of saline soil were refined. The research directions of engineering characteristics of coarse-grained saline soil were proposed. Research result shows that the physical and mechanical properties of coarse-grained saline soil are related to its particle composition and salt content. The granule gradation of coarse-grained saline soil is also different in different regions. Temperature, salt content, salt type, moisture content, initial density and overburden load are all key factors that affect the salt expansion of coarse-grained saline soil, while certain interactions occur among these factors. It is suggested that when coarse-grained saline soil is used as a subgrade filler, the influence of various factors on salt expansion should be carefully considered, and the factors that inhibit salt expansion should be effectively utilized. Both on-site and laboratory collapse tests are identified as effective methods to determine the saline soil collapse rate. However, the laboratory collapse tests need to be improved and standardized with consideration of the particle effect of coarse-grained saline soils. The freeze-thaw cycle test can approximately simulate the actual working conditions and directly reflect the laws of temperature, moisture and deformation of coarse-grained saline soil. In the design of test scheme, various environmental factors in the actual project should be comprehensively considered, and the combination of different factors has a significant impact on the freeze-thaw cycle test results. When improving the engineering properties of coarse-grained saline soil, the on-site materials should be fully utilized, and volcanic ash and fly ash have better improvement effects. Establishing a four-field fully coupled model of water-heat-salt-force is considered as a fundamental step to improve the salt expansion mechanism of coarse-grained saline soil.

     

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    • References(88)
  • [1]
    ABDULJAUWAD S N, BAYOMY F, Al-SHAIKH A K M, et al. Influence of geotextiles on performance of saline sabkha soils[J]. ASCE Journal of Geotechnical Engineering, 1994, 120(11): 1939-1960. doi: 10.1061/(ASCE)0733-9410(1994)120:11(1939)
    [2]
    BAGHABRA AL-AMOUDI O S, ABDULJAUWAD S N. Compressibility and collapse characteristics of arid saline sabkha soils[J]. Engineering Geology, 1995, 39(3/4): 185-202.
    [3]
    丁兆民. 粗颗粒盐渍土路基稳定技术研究[D]. 西安: 长安大学, 2009.

    DING Zhao-min. On research of the stability technology of coarse-grained salty soil subgrade[D]. Xi'an: Chang'an University, 2009. (in Chinese).
    [4]
    褚福永, 朱俊高, 王观琪, 等. 粗粒土变形与强度特性大三轴试验研究[J]. 山东农业大学学报(自然科学版), 2011, 42(4): 572-578. doi: 10.3969/j.issn.1000-2324.2011.04.021

    CHU Fu-yong, ZHU Jun-gao, WANG Guan-qi, et al. Large-scale triaxial test study on deformation and strength characteristics of coarse grained material[J]. Journal of Shandong Agricultural University (Nature Science), 2011, 42(4): 572-578. (in Chinese). doi: 10.3969/j.issn.1000-2324.2011.04.021
    [5]
    FONCEA C, ACEVEDO P, OLGUIN R. Geotechnical characterization of saline soils[C]∥ICSMGE. 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment. San Francisco: Millpress Science Publishers, 2005: 503-506.
    [6]
    WAN Xu-sheng, LIAO Meng-ke, DU Li-qun. Experimental study on the influence of temperature on salt expansion of sodium sulfate saline soil[J]. Journal of Highway and Transportation Research and Development, 2017, 11(3): 1-7.
    [7]
    张莎莎. 粗颗粒硫酸盐盐渍土盐胀特性试验研究[D]. 西安: 长安大学, 2007.

    ZHANG sha-sha. Study on the characteristic of the coarse grain clay sulfate[D]. Xi'an: Chang'an University, 2007. (in Chinese).
    [8]
    包卫星. 喀什地区盐渍土工程性质试验研究[D]. 西安: 长安大学, 2005.

    BAO Wei-xing. Experimental study on engineering properties of Saline soil in Kashi area[D]. Xi'an: Chang'an University, 2005. (in Chinese).
    [9]
    ZHANG Jun, WENG Xing-zhong, QU Bo, et al. Failure modes and mechanisms of pavements in saline foundations[J]. Proceedings of the Institution of Civil Engineers: Transport, 2018, 171(3): 174-182. doi: 10.1680/jtran.17.00049
    [10]
    张莎莎, 王永威, 包卫星, 等. 影响粗粒硫酸盐渍土盐胀特性的敏感因素研究[J]. 岩土工程学报, 2017, 39(5): 946-952. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705027.htm

    ZHANG Sha-sha, WANG Yong-wei, BAO Wei-xing, et al. Sensitive parameters of embankment deformation behavior for coarse-grained sulfate saline soil[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 946-952. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705027.htm
    [11]
    华遵孟, 沈秋武. 西北内陆盆地粗颗粒盐渍土研究[J]. 工程勘察, 2001(1): 28-31. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200101008.htm

    HUA Zun-meng, SHEN Qiu-wu. Research on coarse saline soil of Northwestern Inland Basin[J]. Geotechnical Investigation and Surveying, 2001(1): 28-31. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC200101008.htm
    [12]
    吴青柏, 孙涛, 陶兆祥, 等. 恒温下含硫酸钠盐粗颗粒土盐胀特征及过程研究[J]. 冰川冻土, 2001, 23(3): 238-243. doi: 10.3969/j.issn.1000-0240.2001.03.005

    WU Qing-bai, SUN Tao, TAO Zhao-xiang, et al. Experimental studies on the salt expansion of coarse grain saline soils under constant temperature[J]. Journal of Glaciology and Geocryology, 2001, 23(3): 238-243. (in Chinese). doi: 10.3969/j.issn.1000-0240.2001.03.005
    [13]
    WU Qing-bai, ZHU Yuan-lin. Experimental studies on salt expansion for coarse grain soil under constant temperature[J]. Cold Regions Science and Technology, 2002, 34(2): 59-65. doi: 10.1016/S0165-232X(01)00048-9
    [14]
    邓友生, 何平, 周成林. 含盐土导热系数的试验研究[J]. 冰川冻土, 2004, 26(3): 319-323. doi: 10.3969/j.issn.1000-0240.2004.03.013

    DENG You-sheng, HE Ping, ZHOU Cheng-lin. An experimental research on the thermal conductivity coefficient of saline soil[J]. Journal of Glaciology and Geocryology, 2004, 26(3): 319-323. (in Chinese). doi: 10.3969/j.issn.1000-0240.2004.03.013
    [15]
    邓友生, 何平, 周成林, 等. 含盐土渗透系数变化特征的试验研究[J]. 冰川冻土, 2006, 28(5): 772-775. doi: 10.3969/j.issn.1000-0240.2006.05.022

    DENG You-sheng, HE Ping. ZHOU Cheng-lin, et al. Experimental study of permeability coefficient of saline soils[J]. Journal of Glaciology and Geocryology, 2006, 28(5): 772-775. (in Chinese). doi: 10.3969/j.issn.1000-0240.2006.05.022
    [16]
    罗炳芳, 潘菊英. 粗粒土易溶盐含盐量测定方法的研究[J]. 公路, 2005(11): 192-193. doi: 10.3969/j.issn.0451-0712.2005.11.044

    LUO Bing-fang, PAN Ju-ying. Test method for soluble salt in coarse-grained soil[J]. Highway, 2005(11): 192-193. (in Chinese). doi: 10.3969/j.issn.0451-0712.2005.11.044
    [17]
    包卫星, 李志农, 罗炳芳. 公路工程粗粒盐渍土易溶盐试验方法研究[J]. 岩土工程学报, 2010, 32(5): 792-797. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201005027.htm

    BAO Wei-xing, LI Zhi-nong, LUO Bing-fang. Test method for soluble salt in saline soil in highway engineering[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5): 792-797. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201005027.htm
    [18]
    刘伟, 张莎莎, 杨晓华. 不同过筛粒径取样对粗粒盐渍土易溶盐试验结果的影响研究[J]. 公路, 2017(7): 266-271. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201707055.htm

    LIU Wei, ZHANG Sha-sha, YANG Xiao-hua. Impact of different sieving diameter sampling on test result of soluble salt for coarse-grained saline soil[J]. Highway, 2017(7): 266-271. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201707055.htm
    [19]
    丁兆民, 张莎莎, 杨晓华. 粗颗粒盐渍土路用填料可用性指标研究[J]. 冰川冻土, 2008, 30(4): 623-631. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT200804015.htm

    DING Zhao-min, ZHANG Sha-sha, YANG Xiao-hua. Experimental studies of the applicability index of coarse-grained salty soil as an embankment filling[J]. Journal of Glaciology and Geocryology, 2008, 30(4): 623-631. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT200804015.htm
    [20]
    张莎莎, 杨晓华, 戴志仁. 天然粗颗粒盐渍土多次冻融循环盐胀试验[J]. 中国公路学报, 2009, 22(4): 28-32. doi: 10.3321/j.issn:1001-7372.2009.04.005

    ZHANG Sha-sha, YANG Xiao-hua, DAI Zhi-ren. Freezing-thawing cycles and salt expansion test of crude coarse grain clay salty soil[J]. China Journal of Highway and Transport, 2009, 22(4): 28-32. (in Chinese). doi: 10.3321/j.issn:1001-7372.2009.04.005
    [21]
    张莎莎, 杨晓华, 戴志仁. 基于均匀设计的砾类硫酸盐渍土盐胀特性试验研究[J]. 公路交通科技, 2009, 26(5): 29-34. doi: 10.3969/j.issn.1002-0268.2009.05.006

    ZHANG Sha-sha, YANG Xiao-hua, DAI Zhi-ren. Experimental study on salt expansion of gravel sulfate salty soil based on uniform design[J]. Journal of Highway and Transportation Research and Development, 2009, 26(5): 29-34. (in Chinese). doi: 10.3969/j.issn.1002-0268.2009.05.006
    [22]
    张莎莎, 杨晓华, 谢永利, 等. 路用粗粒盐渍土盐胀特性[J]. 长安大学学报(自然科学版), 2009, 29(1): 20-25. doi: 10.3321/j.issn:1671-8879.2009.01.005

    ZHANG Sha-sha, YANG Xiao-hua, XIE Yong-li, et al. Salt-expansion laws of coarse-grained salty soil in road subgrade[J]. Journal of Chang'an University (Nature Science Edition), 2009, 29(1): 20-25. (in Chinese). doi: 10.3321/j.issn:1671-8879.2009.01.005
    [23]
    孙安元, 吴亚平, 张晓波, 等. 粗颗粒盐渍土室内盐胀系数测定方法及应用[J]. 铁道科学与工程学报, 2018, 15(2): 378-382. doi: 10.3969/j.issn.1672-7029.2018.02.014

    SUN An-yuan, WU Ya-ping, ZHANG Xiao-bo, et al. Test method and application of salt heaving coefficient of coarse grain saline soil[J]. Journal of Railway Science and Engineering, 2018, 15(2): 378-382. (in Chinese). doi: 10.3969/j.issn.1672-7029.2018.02.014
    [24]
    杨青山, 吴亚平, 于天佑, 等. 伊朗德伊高速铁路亚硫酸盐渍土盐胀特性试验研究[J]. 铁道建筑, 2019, 59(10): 96-99. doi: 10.3969/j.issn.1003-1995.2019.10.23

    YANG Qing-shan, WU Ya-ping, YU Tian-you, et al. Experimental study on salt expansion characteristics of sulfurous saline soil for Tehran-Isfahan high speed railway in Iran[J]. Railway Engineering, 2019, 59(10): 96-99. (in Chinese). doi: 10.3969/j.issn.1003-1995.2019.10.23
    [25]
    程东幸, 刘志伟, 张希宏. 粗颗粒盐渍土溶陷特性试验研究[J]. 工程勘察, 2010(12): 27-31. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201012008.htm

    CHENG Dong-xing, LIU Zhi-wei, ZHANG Xi-hong. Experimental study on salt resolving slump of coarse-grained salty soil[J]. Geotechnical Investigation and Surveying, 2010(12): 27-31. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201012008.htm
    [26]
    冯忠居, 乌延玲, 成超, 等. 板块状盐渍土的盐溶和盐胀特性研究[J]. 岩土工程学报, 2010, 32(9): 1439-1442. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201009027.htm

    FENG Zhong-ju, WU Yan-ling, CHENG Chao, et al. Salt-dissolution and salt-heaving characteristics of plate-like saline soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9): 1439-1442. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201009027.htm
    [27]
    杨晓华, 张志萍, 张莎莎. 高速公路盐渍土地基溶陷特性离心模型试验[J]. 长安大学学报(自然科学版), 2010, 30(2): 5-9. doi: 10.3969/j.issn.1671-8879.2010.02.002

    YANG Xiao-hua, ZHANG Zhi-ping, ZHANG Sha-sha. Centrifugalize model test on dissolve collapse of saline soil under expressway[J]. Journal of Chang'an University (Nature Science Edition), 2010, 30(2): 5-9. (in Chinese). doi: 10.3969/j.issn.1671-8879.2010.02.002
    [28]
    侯彦凯. 戈壁地区粗粒土地基湿陷特性研究[J]. 铁道工程学报, 2016(6): 31-34. doi: 10.3969/j.issn.1006-2106.2016.06.007

    HOU Yan-kai. Research on the collapse characteristics of coarse grained soil in gobi region[J]. Journal of Railway Engineering Society, 2016(6): 31-34. (in Chinese). doi: 10.3969/j.issn.1006-2106.2016.06.007
    [29]
    MANSOUR Z M, CHIK Z, TAHA M R. On the procedures of soil collapse potential evaluation[J]. Journal of Applied Sciences, 2008, 8(23): 4434-4439. doi: 10.3923/jas.2008.4434.4439
    [30]
    吴亚平, 梁浩, 魏明强, 等. 级配对粗颗粒硫酸盐渍土溶陷特性的影响[J]. 铁道工程学报, 2019, 36(1): 12-16, 30. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201901003.htm

    WU Ya-ping, LIANG Hao, WEI Ming-qiang, et al. Influence of gradation on subsidence characteristic of coarse particle sulphate soil[J]. Journal of Railway Engineering Society, 2019, 36(1): 12-16, 30. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201901003.htm
    [31]
    车宝, 吴亚平, 张磊, 等. 伊朗德伊高铁沿线高中溶盐粗颗粒盐渍土的渗透特性[J]. 科学技术与工程, 2019, 19(9): 187-192. https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201909030.htm

    CHE Bao, WU Ya-ping, ZHANG Lei, et al. Permeability characteristic of coarse grained salty soil with the high medium soluble salt along Iran's Teheran-Isfahan high-speed railway[J]. Science Technology and Engineering, 2019, 19(9): 187-192. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201909030.htm
    [32]
    岳浩淼, 黄建明, 文桃, 等. 换填覆重法处理砂类硫酸盐渍土地基的室内模拟试验[J]. 岩土力学, 2017, 38(2): 471-478, 486. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201702022.htm

    YUE Hao-miao, HUANG Jian-ming, WEN Tao, et al. Experimental study of foundation treatment of sulphate saline sandy soil using heavy cover replacement technique[J]. Rock and Soil Mechanics, 2017, 38(2): 471-478, 486. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201702022.htm
    [33]
    杨鹏, 朱彦鹏, 曹亚鹏, 等. 含水率单次递减条件下粗颗粒硫酸盐渍土盐胀的室内模拟试验[J]. 岩土力学, 2017, 38(10): 2909-2915. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201710019.htm

    YANG Peng, ZHU Yan-peng, CAO Ya-peng, et al. Experiment of salt expansion behavior for coarse saline soil containing sulphate due to drying[J]. Rock and Soil Mechanics, 2017, 38(10): 2909-2915. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201710019.htm
    [34]
    卢炜, 陈伟志. 高速铁路路基用砾类盐渍土变形特征研究[J]. 铁道学报, 2019, 41(10): 84-92. doi: 10.3969/j.issn.1001-8360.2019.10.012

    LU Wei, CHEN Wei-zhi. Study on deformation characteristics of gravel saline soil constructing subgrade of high-speed railway[J]. Journal of the China Railway Society, 2019, 41(10): 84-92. (in Chinese). doi: 10.3969/j.issn.1001-8360.2019.10.012
    [35]
    杨晓华, 刘伟, 张莎莎, 等. 温度变化对粗粒硫酸盐渍土路基变形影响分析[J]. 中国公路学报, 2020, 33(3): 64-72. doi: 10.3969/j.issn.1001-7372.2020.03.006

    YANG Xiao-hua, LIU Wei, ZHANG Sha-sha, et al. Influence of temperature change on deformation of coarse-grained sulfate saline soil subgrade[J]. China Journal of Highway and Transport, 2020, 33(3): 64-72. (in Chinese). doi: 10.3969/j.issn.1001-7372.2020.03.006
    [36]
    吴亚平, 潘高峰, 刘路, 等. 不同工法下高含盐细砂区路基沉降规律研究[J]. 铁道工程学报, 2016(3): 12-16, 86. doi: 10.3969/j.issn.1006-2106.2016.03.003

    WU Ya-ping, PAN Gao-feng, LIU Lu, et al. Research on the settlement law of subgrade in the regions of fine sand with high salinity under different construction methods[J]. Journal of Railway Engineering Society, 2016(3): 12-16, 86. (in Chinese). doi: 10.3969/j.issn.1006-2106.2016.03.003
    [37]
    WIJEWEERA H, JOSHI R C. Creep behavior of saline fine-grained frozen soil[J]. Journal of Cold Regions Engineering, 1993, 7(3): 77-89. doi: 10.1061/(ASCE)0887-381X(1993)7:3(77)
    [38]
    NIXON J F, LEM G. Creep and strength testing of frozen saline fine-grained soils[J]. Canadian Geotechnical Journal, 1984, 21(3): 518-529. doi: 10.1139/t84-054
    [39]
    HAN Yan, WANG Qing, WANG Ning, et al. Effect of freeze-thaw cycles on shear strength of saline soil[J]. Cold Regions Science and Technology, 2018, 154: 42-53. doi: 10.1016/j.coldregions.2018.06.002
    [40]
    XU Xiang-tian, WANG Yu-bing, BAI Rui-qiang, et al. Effects of sodium sulfate content on mechanical behavior of frozen silty sand considering concentration of saline solution[J]. Results in Physics, 2016(6): 1000-1007.
    [41]
    XU Xiang-tian, WANG Yu-bing, BAI Rui-qiang, et al. Comparative studies on mechanical behavior of frozen natural saline silty sand and frozen desalted silty sand[J]. Cold Regions Science and Technology, 2016, 132: 81-88. doi: 10.1016/j.coldregions.2016.09.015
    [42]
    周强. 粗粒盐渍土地区施工用水对高速铁路路基工程特性影响及其改良试验研究[D]. 西安: 长安大学, 2018.

    ZHOU qiang. Experimental study on effect and improvement of water in subgrade of high-speed railway at coarse-grained saline soil area[D]. Xi'an: Chang'an University, 2018. (in Chinese).
    [43]
    王仲锦, 张千里, 叶阳升. 铁路路基填料分类深化研究[J]. 中国铁道科学, 2012, 33(2): 13-20. doi: 10.3969/j.issn.1001-4632.2012.02.03

    WANG Zhong-jin, ZHANG Qian-li, YE Yang-sheng. In-depth study on the classification of filling for railway subgrade[J]. China Railway Science, 2012, 33(2): 13-20. (in Chinese). doi: 10.3969/j.issn.1001-4632.2012.02.03
    [44]
    吕文学, 顾晓鲁. 硫酸盐渍土的工程性质[C]//叶书麟. 中国土木工程学会第七届土力学及基础工程学术会议论文集. 北京: 中国建筑工业出版社, 1994: 284-286. LYU Wen-xue, GU Xiao-lu. Engineering properties of sulfate saline soil[C]//YE Shu-lin. Proceedings of the 7th Symposium on soil mechanics and foundation engineering of Chinese society of Civil Engineering. Beijing: China Architecture and Building Press, 1994: 284-286. (in Chinese).
    [45]
    文桃, 米海珍, 杨鹏, 等. 硫酸盐渍土击实性能及影响因素试验研究[J]. 岩土力学, 2015, 36(7): 1945-1952. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201507021.htm

    WEN Tao, MI Hai-zhen, YANG Peng, et al. An experimental study of the compaction characteristics of sulfate saline soil[J]. Rock and Soil Mechanics, 2015, 36(7): 1945-1952. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201507021.htm
    [46]
    张莎莎, 杨晓华, 王龙. 单因素对粗粒盐渍土的盐胀规律影响效果研究[J]. 水利学报, 2015, 46(增1): 129-134. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB2015S1024.htm

    ZHANG Sha-sha, YANG Xiao-hua, WANG Long. Research on the law of salt expansion of crude coarse grained saline soil with the changing of single factors[J]. Shuili Xuebao, 2015, 46(S1): 129-134. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB2015S1024.htm
    [47]
    王龙. 单因素条件下典型粗粒盐渍土盐胀率预测模型研究[D]. 西安: 长安大学, 2014.

    WANG Long. Study on the saline expansion ratio predicting model of coarse-grained saline soil under univariate[D]. Xi'an: Chang'an University, 2014. (in Chinese).
    [48]
    赵天宇. 内陆寒旱区硫酸盐渍土盐胀特性试验研究[D]. 兰州: 兰州大学, 2012.

    ZHAO Tian-yu. Experimental study on salt heaving properties of inland sulphate saline soil in cold and arid regions[D]. Lanzhou: Lanzhou University, 2012. (in Chinese).
    [49]
    王俊臣. 新疆水磨河细土平原区硫酸(亚硫酸)盐渍土填土盐胀和冻胀研究[D]. 长春: 吉林大学, 2005.

    WANG Jun-chen. Study on the salty and frost swelling of sulfate (sulfurous) salty soil fills in Shuimohe Plain, north of Tianshan[D]. Changchun: Jilin University, 2005. (in Chinese).
    [50]
    王春海, 井浩. 硫酸盐渍土盐胀机理及抑制措施[J]. 青海师范大学学报(自然科学版), 2006(4): 80-85. doi: 10.3969/j.issn.1001-7542.2006.04.023

    WANG Chun-hai, JING Hao. The salt heaving mechanism and restrain method of sulphate salty soil[J]. Journal of Qinghai Normal University (Natural Science), 2006(4): 80-85. (in Chinese). doi: 10.3969/j.issn.1001-7542.2006.04.023
    [51]
    张军艳. 硫酸盐渍土水盐热力四场耦合效应的试验及理论研究[D]. 西安: 长安大学, 2006.

    ZHANG Jun-yan. Experiment and theoretical research on the four-field coupling effect of water, salt, heat and force in sulfated saline soil[D]. Xi'an: Chang'an University, 2006. (in Chinese).
    [52]
    杨晓华, 王永威, 张莎莎. 基于调节因素的盐渍土盐胀率随含水率变化规律研究[J]. 中国公路学报, 2016, 29(10): 12-19. doi: 10.3969/j.issn.1001-7372.2016.10.002

    YANG Xiao-hua, WANG Yong-wei, ZHANG Sha-sha. Research on changing rules of salt expansion rate of salty soil with water content based on regulation factor[J]. China Journal of Highway and Transport, 2016, 29(10): 12-19. (in Chinese). doi: 10.3969/j.issn.1001-7372.2016.10.002
    [53]
    张莎莎, 戴志仁, 杨晓华, 等. 上覆荷载对砾砂类硫酸盐渍土路基盐胀的影响[J]. 中国铁道科学, 2019, 40(2): 1-8. doi: 10.3969/j.issn.1001-4632.2019.02.01

    ZHANG Sha-sha, DAI Zhi-ren, YANG Xiao-hua, et al. Effect of overburden load on salt expansion of gravelly sand sulfate saline soil subgrade[J]. China Railway Science, 2019, 40(2): 1-8. (in Chinese). doi: 10.3969/j.issn.1001-4632.2019.02.01
    [54]
    张莎莎, 王永威, 杨晓华, 等. 砾类亚硫酸盐渍土盐胀率的简化预测模型[J]. 中国公路学报, 2015, 28(11): 1-7, 14. doi: 10.3969/j.issn.1001-7372.2015.11.001

    ZHANG Sha-sha, WANG Yong-wei, YANG Xiao-hua, et al. Simplified prediction model of salt expansion rate for gravel sulfite saline soil[J]. China Journal of Highway and Transport, 2015, 28(11): 1-7, 14. (in Chinese). doi: 10.3969/j.issn.1001-7372.2015.11.001
    [55]
    张莎莎, 王永威, 包卫星, 等. 影响粗粒硫酸盐渍土盐胀特性的敏感因素研究[J]. 岩土工程学报, 2017, 39(5): 946-952. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705027.htm

    ZHANG Sha-sha, WANG Yong-wei, BAO Wei-xing, et al. Sensitive parameters of embankment deformation behavior for coarse-grained sulfate saline soil[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 946-952. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201705027.htm
    [56]
    张莎莎, 王永威, 张林, 等. 交互作用下上覆荷载对粗粒盐渍土盐胀量抑制效果的影响因素研究[J]. 应用基础与工程科学学报, 2019, 27(5): 1126-1137. https://www.cnki.com.cn/Article/CJFDTOTAL-YJGX201905016.htm

    ZHANG Sha-sha, WANG Yong-wei, ZHANG Lin, et al. Influence factors of the effect of the load on the salt expansion for coarse-grained saline soil under the interaction of multiple factors[J]. Journal of Basic Science and Engineering, 2019, 27(5): 1126-1137. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YJGX201905016.htm
    [57]
    胡海东. 盐渍土地区浸水载荷现场试验及数值模拟研究[D]. 兰州: 兰州交通大学, 2017.

    HU Hai-dong. Field test and numerical simulation of immersion load in saline soil area[D]. Lanzhou: Lanzhou Jiaotong University, 2017. (in Chinese).
    [58]
    刘伟. 粗粒硫酸及亚硫酸盐渍土用于路基填料的评判指标研究[D]. 西安: 长安大学, 2016.

    LIU Wei. Research on the judge indexes of subgrade filling for coarse-grained sulfate and sulfite saline soil[D]. Xi'an: Chang'an University, 2016. (in Chinese).
    [59]
    张莎莎, 杨晓华, 张秋美. 天然粗粒盐渍土大型路堤模型试验研究[J]. 岩土工程学报, 2012, 34(5): 842-847. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201205011.htm

    ZHANG Sha-sha, YANG Xiao-hua, ZHANG Qiu-mei. Large-scale model tests on embankment of crude coarse grained saline soil[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 842-847. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201205011.htm
    [60]
    张莎莎, 谢永利, 杨晓华, 等. 典型天然粗粒盐渍土盐胀微观机制分析[J]. 岩土力学, 2010, 31(1): 123-127. doi: 10.3969/j.issn.1000-7598.2010.01.023

    ZHANG Sha-sha, XIE Yong-li, YANG Xiao-hua, et al. Research on microstructure of crude coarse grain saline soil under freezing and thawing cycles[J]. Rock and Soil Mechanics, 2010, 31(1): 123-127. (in Chinese). doi: 10.3969/j.issn.1000-7598.2010.01.023
    [61]
    杨晓华, 张莎莎, 包卫星. 天然盐渍土工程特性对比分析[J]. 工程勘察, 2010(11): 11-16. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201011004.htm

    YANG Xiao-hua, ZHANG Sha-sha, BAO Wei-xing. Comparison analysis on engineering properties of crude saline soil[J]. Geotechnical Investigation and Surveying, 2010(11): 11-16. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201011004.htm
    [62]
    ZHANG Sha-sha, WANG Yan-tao, XIAO Fei, et al. Large-scale model testing of high-speed railway subgrade under freeze-thaw and precipitation conditions[J]. Advances in Civil Engineering, 2019, 2019: 1-14.
    [63]
    ZHANG Sha-sha, ZHANG Jian-suo, GUI Yi-lin, et al. Deformation properties of coarse-grained sulfate saline soil under the freeze-thaw-precipitation cycle[J]. Cold Regions Science and Technology, 2020, 17: 1-11.
    [64]
    吕擎峰, 申贝, 王生新, 等. 水玻璃固化硫酸盐渍土强度特性及固化机制研究[J]. 岩土力学, 2016, 37(3): 687-693, 727. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201603011.htm

    LYU Qing-feng, SHEN Bei, WANG Sheng-xin, et al. Strength characteristics and solidification mechanism of sulphate salty soil solidified with sodium silicate[J]. Rock and Soil Mechanics, 2016, 37(3): 687-693, 727. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201603011.htm
    [65]
    李宏波, 沈晖, 沈杰. 粉煤灰固化超盐渍土的抗剪强度及耐久性[J]. 兰州理工大学学报, 2015, 41(3): 140-144. doi: 10.3969/j.issn.1673-5196.2015.03.029

    LI Hong-bo, SHEN Hui, SHEN Jie. Shearing strength and durability of hypersaline soil solidified with fly ash[J]. Journal of Lanzhou University of Technology, 2015, 41(3): 140-144. (in Chinese). doi: 10.3969/j.issn.1673-5196.2015.03.029
    [66]
    田汉儒, 亓振中, 秦明亮, 等. 粗颗粒盐渍土化学改良试验研究[J]. 勘察科学技术, 2016(6): 5-7, 27. doi: 10.3969/j.issn.1001-3946.2016.06.002

    TIAN Han-ru, QI Zhen-zhong, QIN Ming-liang, et al. Experimental study on chemical improvement of coarse grained saline soil[J]. Site Investigation Science and Technology, 2016(6): 5-7, 27. (in Chinese). doi: 10.3969/j.issn.1001-3946.2016.06.002
    [67]
    文桃, 米海珍, 马连生, 等. 石灰改良黄土状硫酸盐渍土强度的影响因素研究[J]. 建筑科学与工程学报, 2015, 32(2): 104-110. doi: 10.3969/j.issn.1673-2049.2015.02.014

    WEN Tao, MI Hai-zhen, MA Lian-sheng, et al. Research on effect factors of strength of lime-treated loessial sulfate salty soil[J]. Journal of Architecture and Civil Engineering, 2015, 32(2): 104-110. (in Chinese). doi: 10.3969/j.issn.1673-2049.2015.02.014
    [68]
    HOSSAIN K M A, MOL L. Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes[J]. Construction and Building Materials, 2011, 25(8): 3495-3501. doi: 10.1016/j.conbuildmat.2011.03.042
    [69]
    MOHAMEDZEIN Y E A, AL-RAWAS A A. Cement-stabilization of sabkha soils from al-auzayba, Sultanate of Oman[J]. Geotechnical and Geological Engineering, 2011, 29(6): 999-1008. doi: 10.1007/s10706-011-9432-y
    [70]
    MOAYED R Z, IZADI E, HEIDARI S. Stabilization of saline silty sand using lime and micro silica[J]. Journal of Central South University, 2012(19): 3006-3011.
    [71]
    ABBASI N M, MAHDIEH M, DAVOUDI H. Application of lime and pozzolan for stabilization of silty sand soils in irrigation and drainage networks[J]. Journal of Science and Technology of Agriculture and Natural Resources, 2013, 16(62): 245-257.
    [72]
    YU Xin, WANG Yu-hong, LI Ying-tao. Stabilization of pavement subgrade soils containing rich chloride salts[J]. Journal of Transportation Engineering, Part B: Pavements, 2018, 144(3): 04018025-1-13. doi: 10.1061/JPEODX.0000049
    [73]
    秦虎, 贾剑青, 张亚兵, 等. 合黎山天然风化砂改良硫酸盐渍土强度特性试验研究[J]. 水利与建筑工程学报, 2018, 16(2): 95-98. doi: 10.3969/j.issn.1672-1144.2018.02.018

    QIN Hu, JIA Jian-qing, ZHANG Ya-bing, et al. strength properties of saline soil improved by weathered sand in Heli mountain[J]. Journal of Water Resources and Architectural Engineering, 2018, 16(2): 95-98. (in Chinese). doi: 10.3969/j.issn.1672-1144.2018.02.018
    [74]
    张莎莎, 谢山杰, 杨晓华, 等. 火山灰改良粗粒硫酸盐渍土路基填料及其作用机理研究[J]. 岩土工程学报, 2019, 41(3): 588-594. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201903027.htm

    ZHANG Sha-sha, XIE Shan-jie, YANG Xiao-hua, et al. Action mechanism of coarse particle sulfate soil subgrade modified by volcanic ash[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 588-594. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201903027.htm
    [75]
    ZHANG Sha-sha, YANG Xiao-hua, XIE Shan-jie, et al. Experimental study on improving the engineering properties of coarse grain sulphate saline soils with inorganic materials[J]. Cold Regions Science and Technology, 2020, 170: 102909-1-10. doi: 10.1016/j.coldregions.2019.102909
    [76]
    程东幸, 刘志伟, 柯学. 粗颗粒盐渍土溶陷性影响因素研究[J]. 工程地质学报, 2013, 21(1): 109-114. doi: 10.3969/j.issn.1004-9665.2013.01.014

    CHENG Dong-xing, LIU Zhi-wei, KE Xue. Field and laboratory tests for influential factors on salt resolving slump of coarse particle saline soil[J]. Journal of Engineering Geology, 2013, 21(1): 109-114. (in Chinese). doi: 10.3969/j.issn.1004-9665.2013.01.014
    [77]
    尹睿捷, 张留俊, 曹松傑, 等. 盐渍土浸水溶陷对路基施工的影响[J]. 水利与建筑工程学报, 2013, 11(5): 66-69. https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201305015.htm

    YIN Rui-jie, ZHANG Liu-jun, CAO Song-jie, et al. Effect of saline soil's resolving slump after immersion on subgrade construction[J]. Journal of Water Resources and Architectural Engineering, 2013, 11(5): 66-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201305015.htm
    [78]
    尹睿捷, 张留俊, 邢艳如. 盐渍土现场溶陷的双线法试验[J]. 煤田地质与勘探, 2015, 43(6): 65-69. https://www.cnki.com.cn/Article/CJFDTOTAL-MDKT201506014.htm

    YIN Rui-jie, ZHANG Liu-jun, XING Yan-ru. Experiment of double-line method for the collapsibility of saline soil[J]. Coal Geology and Exploration, 2015, 43(6): 65-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-MDKT201506014.htm
    [79]
    包卫星, 张莎莎. 路用砂类盐渍土盐胀及融陷特性试验研究[J]. 岩土工程学报, 2016, 38(4): 734-739. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201604022.htm

    BAO Wei-Xing, ZHANG Sha-sha. Experimental study on salt expansion and thawing subsidence properties of sandy saline soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 734-739. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201604022.htm
    [80]
    孙安元, 吴亚平, 蒲增钢, 等. 粗颗粒盐渍土室内溶陷装置设计及试验研究[J]. 铁道科学与工程学报, 2018, 15(6): 1437-1444. doi: 10.3969/j.issn.1672-7029.2018.06.010

    SUN An-yuan, WU Ya-ping, PU Zeng-gang, et al. Design and experimental study on the indoor collapsibility device of coarse grained salty soil[J]. Journal of Railway Science and Engineering, 2018, 15(6): 1437-1444. (in Chinese). doi: 10.3969/j.issn.1672-7029.2018.06.010
    [81]
    许健, 任建威, 程东幸, 等. 水泥改良粗颗粒盐渍土溶陷特性试验研究[J]. 西安建筑科技大学学报(自然科学版), 2018, 50(6): 794-801. https://www.cnki.com.cn/Article/CJFDTOTAL-XAJZ201806006.htm

    XU Jian, REN Jian-wei, CHENG Dong-xing, et al. Test study on collapsibility characteristics of cement-improved coarse-grained saline soil[J]. Journal of Xi'an University of Architecture Technology (Natural Science Edition), 2018, 50(6): 794-801. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAJZ201806006.htm
    [82]
    张莎莎, 杨晓华. 粗粒盐渍土大型冻融循环剪切试验[J]. 长安大学学报(自然科学版), 2012, 32(3): 11-16. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201203002.htm

    ZHANG Sha-sha, YANG Xiao-hua. Large shear test on coarse saline soil with freeze-thaw cycle[J]. Journal of Chang'an University (Natural Science Edition), 2012, 32(3): 11-16. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201203002.htm
    [83]
    张莎莎, 叶素纤, 张林, 等. 粗粒盐渍土路堤水热盐力耦合方程修正及试验验证[J]. 公路交通科技, 2020, 37(3): 31-40.

    ZHANG Sha-sha, YE Su-qian, ZHANG Lin, et al. Correction of hydrothermal salt force coupled equations for coarse-grained sulphate saline soil roadbed and its experimental verification[J]. Journal of Highway and Transportation Research and Development, 2020, 37(3): 31-40. (in Chinese).
    [84]
    邴慧, 马巍. 盐渍土冻结温度的试验研究[J]. 冰川冻土, 2011, 33(5): 1106-1113. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201903013.htm

    BING Hui, MA Wei. Experimental study on freezing point of saline soil[J]. Journal of Glaciology and Geocryology, 2011, 33(5): 1106-1113. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201903013.htm
    [85]
    万旭升, 赖远明, 廖孟柯. 硫酸盐渍土未相变含水率与温度关系研究[J]. 岩土工程学报, 2015, 37(12): 2175-2181. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201512009.htm

    WAN Xu-sheng, LAI Yuan-ming, LIAO Meng-ke. Relationship between temperature and water content of sodium saline soils without phase transformation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2175-2181. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201512009.htm
    [86]
    田亚护, 刘建坤, 钱征宇, 等. 多年冻土区含保温夹层路基温度场的数值模拟[J]. 中国铁道科学, 2002, 23(2): 59-64. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200202009.htm

    TIAN Ya-hu, LIU Jian-kun, QIAN Zheng-yu, et al. Numerical simulation for temperature field of roadbed on permafrost with insulation[J]. China Railway Science, 2002, 23(2): 59-64. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200202009.htm
    [87]
    白青波, 李旭, 田亚护, 等. 冻土水热耦合方程及数值模拟研究[J]. 岩土工程学报, 2015, 37(增2): 131-136. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2015S2027.htm

    BAI Qing-bo, LI Xu, TIAN Ya-hu, et al. Equations and numerical simulation for coupled water and heat transfer in frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S2): 131-136. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2015S2027.htm
    [88]
    张效先. 不动水体存在时来解径向弥散问题的一种有限单元法及其应用[J]. 水利学报, 1988(1): 40-46. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB198801004.htm

    ZHANG Xiao-xian. A finite element method for solving radial dispersion problem in the presence of immobile water and its application[J]. Journal of Hydraulic Engineering, 1988(1): 40-46. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB198801004.htm
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