Volume 20 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2020  >  20(6): 71-81
ZHANG Sha-sha, WANG Xu-chao, YANG Xiao-hua, CHEN Wei-zhi, ZHOU Qiang. Cumulative effect of saline construction water on engineering properties of subgrade filling material[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 71-81. doi: 10.19818/j.cnki.1671-1637.2020.06.006
Citation: ZHANG Sha-sha, WANG Xu-chao, YANG Xiao-hua, CHEN Wei-zhi, ZHOU Qiang. Cumulative effect of saline construction water on engineering properties of subgrade filling material[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 71-81. doi: 10.19818/j.cnki.1671-1637.2020.06.006
shu

Cumulative effect of saline construction water on engineering properties of subgrade filling material

doi: 10.19818/j.cnki.1671-1637.2020.06.006
  • 1.

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

  • 2.

    China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, Sichuan, China

Funds:

National Natural Science Foundation of China 41807245

Major Scientific Research Project of the China Railway Group 2017-major-11-04

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

Fundamental Research Funds for the Central Universities 300102219219

More Information
  • Author Bio:

    ZHANG Sha-sha(1982-), female, associate professor, PhD, zss_lx@126.com

  • Received Date: 2020-06-09
  • Publish Date: 2020-06-25
    Abstract
  • Large-scale compression tests, salt expansion tests, and collapsibility tests were performed under the conditions of construction water with different salt addition times and types for gravelly sulfate saline soil with different sulfate salt contents. Test preparation was based on the site investigation, and samples with different types and times of saline construction water were prepared. The variation characteristics of deformation over time were observed under the condition of a 400-kPa load, single-time temperature decrease, and adding water, respectively. The influence mechanism of adding multiple times of saline construction water on the engineering properties of gravelly sulfate saline soil was analyzed. Research results show that the compression deformation of gravelly sulfate saline soil first increases and then gradually stabilizes as the times of saline construction water increases. The compression modulus shows a typical three-stage variation law, which is independent of the type of saline construction water. Under the influence of cooling, with the gradual addition of sulfate-containing construction water, the salt expansion of gravelly sulfate saline soil tends to become stable after an obvious increase, and the maximum dilatation increases by 7.9 times. The addition of chlorine-containing construction water decreases the salt expansion and then gradually stabilizes. The ultimate salt expansion was only 1/13 that of the original saline soil. Moreover, the addition of saline construction water has an obvious cumulative effect on the salt expansion characteristics of gravelly sulfate saline soil. With the increasing times of saline water additions, the collapse deformation of soil samples shows a rule of accumulation. Therefore, even if the salt content in construction water from a saline area is low, the cumulative effect from multiple uses of construction saline water is obvious and will have a negative influence on the subgrade engineering characteristics. Preventive measures should be taken during the construction process.

     

    • FullText(HTML)
  • loading
    • References(35)
  • [1]
    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: 4245916-1-14.
    [2]
    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, 177: 203121-1-11.
    [3]
    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
    [4]
    杨晓华, 张莎莎, 刘伟, 等. 粗颗粒盐渍土工程特性研究进展[J]. 交通运输工程学报, 2020, 20(5): 22-40. doi: 10.19818/j.cnki.1671-1637.2020.05.002

    YANG Xiao-hua, ZHANG Sha-sha, LIU Wei, et al. Research progress on engineering properties of coarse-grained saline soil[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 22-40. (in Chinese). doi: 10.19818/j.cnki.1671-1637.2020.05.002
    [5]
    王诚, 赵帅军, 熊志鹏. 粗粒土室内大型压缩试验研究[J]. 工程勘察, 2016, 44(3): 28-33. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201603005.htm

    WANG Cheng, ZHAO Shuai-jun, XIONG Zhi-peng. Study on the large scale indoor compaction tests of coarse grained soil[J]. Geotechnical Investigation and Surveying, 2016, 44(3): 28-33. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201603005.htm
    [6]
    康安栋, 王春艳, 张方涛, 等. 硫酸盐渍土变形特性试验研究[J]. 科学技术与工程, 2015, 15(18): 211-214, 230. doi: 10.3969/j.issn.1671-1815.2015.18.036

    KANG An-dong, WANG Chun-yan, ZHANG Fang-tao, et al. The experimental study on deformation behaviors of sulfate salt soil[J]. Science Technology and Engineering, 2015, 15(18): 211-214, 230. (in Chinese). doi: 10.3969/j.issn.1671-1815.2015.18.036
    [7]
    王利莉. 氯盐渍土变形特性的试验研究[D]. 西安: 西北农林科技大学, 2009.

    WANG Li-li. Research on the deformation property of chloride saline soil[D]. Xi'an: Northwest Agriculture and Forestry University, 2009. (in Chinese).
    [8]
    高江平, 吴家惠. 硫酸盐渍土盐胀特性的单因素影响规律研究[J]. 岩土工程学报, 1997, 19(1): 37-42. doi: 10.3321/j.issn:1000-4548.1997.01.006

    GAO Jiang-ping, WU Jia-hui. Study on laws of the single factor effect upon heaving properties of the sulphated salty soil[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(1): 37-42. (in Chinese). doi: 10.3321/j.issn:1000-4548.1997.01.006
    [9]
    高江平, 吴家惠, 杨荣尚. 硫酸盐渍土盐胀特性各影响因素间交互作用规律的分析[J]. 中国公路学报, 1997, 10(1): 10-15. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL199701002.htm

    GAO Jiang-ping, WU Jia-hui, YANG Rong-shang. Analysis of interaction laws of all influencing factors upon salt heaving properties of the sulphate salty soil[J]. China Journal of Highway and Transport, 1997, 10(1): 10-15. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL199701002.htm
    [10]
    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
    [11]
    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 soilunder 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
    [12]
    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
    [13]
    李宁远, 李斌, 吴家惠. 硫酸盐渍土及膨胀特性研究[J]. 西安公路学院学报, 1989, 7(3): 81-90. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL198903011.htm

    LI Ning-yuan, LI Bin, WU Jia-hui. Study on the expansion characteristics of sulphate saline soil[J]. Journal of Xi'an Institute of Highway, 1989, 7(3): 81-90. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL198903011.htm
    [14]
    邓友生, 周成林. 硫酸钠溶液的盐胀与冻胀[J]. 冰川冻土, 2009, 31(5): 920-924. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT200905020.htm

    DENG You-sheng, ZHOU Cheng-lin. Salt expansion and frost heave of sodium sulphate solution[J]. Journal of Glaciology and Geocryology, 2009, 31(5): 920-924. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT200905020.htm
    [15]
    袁红, 李斌. 硫酸盐渍土起胀含盐量及容许含盐量的研究[J]. 中国公路学报, 1995, 8(3): 10-14. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL503.002.htm

    YUAN Hong, LI Bin. On the minimum salt content and allowable salt content of sulphate salty soil[J]. China Journal of Highway and Transport, 1995, 8(3): 10-14. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL503.002.htm
    [16]
    李星星, 王思敬, 肖锐铧, 等. 硫酸钠溶液在降温结晶过程中的盐胀与冻胀[J]. 岩土工程学报, 2016, 38(11): 2069-2077. doi: 10.11779/CJGE201611017

    LI Xing-xing, WANG Si-jing, XIAO Rui-hua, et al. Saline expansion and frost heave of sodium sulfate solution during coolingcry stallization process[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2069-2077. (in Chinese). doi: 10.11779/CJGE201611017
    [17]
    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
    [18]
    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
    [19]
    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 (Natural Science Edition), 2009, 29(1): 20-25. (in Chinese). doi: 10.3321/j.issn:1671-8879.2009.01.005
    [20]
    LAI Yuan-ming, WAN Xu-sheng, ZHANG Ming-yi. An experimental study on the influence of cooling rates on salt expansionin sodium sulfate soils[J]. Cold Regions Science and Technology, 2016, 124: 67-76. doi: 10.1016/j.coldregions.2015.12.014
    [21]
    XIAO Ze-an, LAI Yuan-ming, YOU Zhe-min, et al. The phase change process and properties of saline soil during cooling[J]. Arabian Journal for Science and Engineering, 2017, 42(9): 3923-3932. doi: 10.1007/s13369-017-2542-y
    [22]
    ESPINOSA R M, FRANKE L, DECKELMANN G. Phase changes of salts in porous materials: crystallization, hydration and deliquescence[J]. Construction and Building Materials, 2008, 22(8): 1758-1773. doi: 10.1016/j.conbuildmat.2007.05.005
    [23]
    STEIGER M, ASMUSSEN S. Crystallization of sodium sulfate phases in porous materials: the phase diagram Na2SO4-H2O and generation of stress[J]. Geochimica et Cosmochimica Acta, 2008, 72(17): 4291-4306. doi: 10.1016/j.gca.2008.05.053
    [24]
    HAN Yan, WANG Qing, KONG Yuan-yuan, et al. Experiments on the initial freezing point of dispersive saline soil[J]. Catena, 2018, 171: 681-690. doi: 10.1016/j.catena.2018.07.046
    [25]
    WAN Xu-sheng, HU Qi-jun, LIAO Meng-ke. Salt crystallization in cold sulfate saline soil[J]. Cold Regions Science and Technology, 2017, 137: 36-47. doi: 10.1016/j.coldregions.2017.02.007
    [26]
    BING Hui, MA Wei. Laboratory investigation of the freezing point of saline soil[J]. Cold Regions Science and Technology, 2011, 67(1/2): 79-88.
    [27]
    WAN Xu-sheng, YOU Zhe-min, WEN Hai-yan, et al. An experimental study of salt expansion in sodium saline soils under transient conditions[J]. Journal of Arid Land, 2017, 9(6): 865-878. doi: 10.1007/s40333-017-0029-z
    [28]
    WU Qin-bai, ZHU Yun-long. Experimental studies on salt expansion for coarse grain soil under constant temperature[J]. Cold Regions Science and Technology, 2002, 34: 59-65. doi: 10.1016/S0165-232X(01)00048-9
    [29]
    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 onsalt 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
    [30]
    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, 38(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, 38(12): 27-31. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201012008.htm
    [31]
    宋通海. 氯盐渍土溶陷特性试验研究[J]. 公路, 2007(12): 191-194. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200712043.htm

    SONG Tong-hai. Test and research on collapsibility of chlorine saline soil[J]. Highway, 2017(12): 191-194. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200712043.htm
    [32]
    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
    [33]
    高江平, 李芳. 含氯化钠硫酸盐渍土盐胀过程分析[J]. 西安公路交通大学学报, 1997, 17(4): 21-26. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL704.004.htm

    GAO Jiang-ping, LI Fang. Analyzing the salty heaving process of the sulfate salty soil which containing the NaCl salt[J]. Journal of Xi'an Highway University, 1997, 17(4): 21-26. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL704.004.htm
    [34]
    喻以钒, 陈晓明. 硫酸盐含量对盐渍土特性的影响[J]. 交通科技与经济, 2010, 12(4): 72-74. doi: 10.3969/j.issn.1008-5696.2010.04.021

    YU Yi-fan, CHEN Xiao-ming. Discussion on the sodium sulfate content on the properties of salty soil[J]. Technology and Economy in Areas of Communications, 2010, 12(4): 72-74. (in Chinese). doi: 10.3969/j.issn.1008-5696.2010.04.021
    [35]
    杨丽英, 李斌. 氯与硫酸根比值对硫酸盐渍土工程性质影响的研究[J]. 冰川冻土, 1997, 19(1): 84-89. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT701.013.htm

    YANG Li-ying, LI Bin. Study on the effect of chlorine-sulfate ratio on the engineering properties of sulphate saline soil[J]. Journal of Glaciology and Geocryology, 1997, 19(1): 84-89. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT701.013.htm
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (736) PDF downloads(190) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return