Loading [MathJax]/jax/output/SVG/jax.js
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
WANG Liye, ZHOU Fengxi, ZHOU Lizeng, LIANG Yuwang. Stress-dependent properties of physicochemical interaction of unsaturated saline clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 814-822. DOI: 10.11779/CJGE20221559
Citation: WANG Liye, ZHOU Fengxi, ZHOU Lizeng, LIANG Yuwang. Stress-dependent properties of physicochemical interaction of unsaturated saline clay[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(4): 814-822. DOI: 10.11779/CJGE20221559

Stress-dependent properties of physicochemical interaction of unsaturated saline clay

More Information
  • Received Date: December 27, 2022
  • Available Online: April 09, 2024
  • To reveal the impact of physicochemical effects on the compressive behaviors of unsaturated clay containing salt solution and its dependence properties on stress level, one-dimensional compression tests are performed on the specimens with pores containing distilled water, sodium chloride solution, sodium sulfate solution and controlled matric suction conditions. Then, the compression index, secondary compression coefficient and yield stress of clay under different conditions are measured according to the test results, and their variation laws with the matric suction and osmotic suction are calibrated. Furthermore, the stress-dependent characteristics of physicochemical action are clarified through an in-depth analysis of the primary and secondary consolidation behaviors of unsaturated saline clay under different matric suctions and osmotic suctions, and the LC yielding behaviors of unsaturated saline clay are explored. The results show that the ratio of the secondary compression coefficient to the compression index Ca/Cc and the yield stress of unsaturated saline clay at different physicochemical forces can be described uniformly using the osmotic suction and matric suction. From the slope of compression curve in the plastic loading zone and the correlation between characteristic parameter, Ca/Cc and the vertical stress, it is noted that the physicochemical action of unsaturated saline clay is closely related to the stress level. Moreover, the LC yield curve of unsaturated saline clay is a smooth curve composed of MLC yield curve and OLC yield curve under chemo- hydro-mechanical coupling.
  • [1]
    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. doi: 10.11779/CJGE201903023

    ZHANG Shasha, XIE Shanjie, YANG Xiaohua, 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) doi: 10.11779/CJGE201903023
    [2]
    ZHANG Y, YE W M, CHEN B, et al. Desiccation of NaCl-contaminated soil of earthen heritages in the Site of Yar City, northwest China[J]. Applied Clay Science, 2016, 124-125: 1-10. doi: 10.1016/j.clay.2016.01.047
    [3]
    LU N, GODT J W, WU D T. A closed‐form equation for effective stress in unsaturated soil[J]. Water Resources Research, 2010, 46(5): W05515.
    [4]
    YAO CQ, CHEN P, MA TT, et al. Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment[J]. Canadian Geotechnical Journal, 2020, 57(12): 1820-1831. doi: 10.1139/cgj-2019-0513
    [5]
    陈云敏. 环境土工基本理论及工程应用[J]. 岩土工程学报, 2014, 36(1): 1-46. doi: 10.11779/CJGE201401001

    CHEN Yunmin. A fundamental theory of environmental geotechnics and its application[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 1-46. (in Chinese) doi: 10.11779/CJGE201401001
    [6]
    THYAGARAJ T, DAS A P. Physico-chemical effects on collapse behaviour of compacted red soil[J]. Géotechnique, 2017, 67(7): 559-571. doi: 10.1680/jgeot.15.P.240
    [7]
    孙重初. 酸液对红粘土物理力学性质的影响[J]. 岩土工程学报, 1989, 11(4): 89-93. http://cge.nhri.cn/cn/article/id/9296

    SUN Zhongchu. The effect of acidizing fluid on the physico mechanical properties of red clay[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(4): 89-93. (in Chinese) http://cge.nhri.cn/cn/article/id/9296
    [8]
    陈声凯, 凌建明, 罗志刚. 路基土回弹模量应力依赖性分析及预估模型[J]. 土木工程学报, 2007, 40(6): 95-99, 104. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200706018.htm

    CHEN Shengkai, LING Jianming, LUO Zhigang. Stress-dependent characteristics and prediction model of the resilient modulus of subgrade soils[J]. China Civil Engineering Journal, 2007, 40(6): 95-99, 104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200706018.htm
    [9]
    弋晓明, 李术才, 王松根, 等. 非饱和粉土回弹模量的应力依赖性与水敏感性耦合分析[J]. 山东大学学报(工学版), 2013, 43(2): 84-88, 110. https://www.cnki.com.cn/Article/CJFDTOTAL-SDGY201302015.htm

    YI Xiaoming, LI Shucai, WANG Songgen, et al. Coupling analysis of stress dependence and water sensitivity for the resilient modulus of unsaturated silt soil[J]. Journal of Shandong University (Engineering Science), 2013, 43(2): 84-88, 110. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SDGY201302015.htm
    [10]
    SUN D A, SHENG D C, CUI H B, et al. A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2010, 31(11): 1257-1279.
    [11]
    XU X T, JIAN W B, WU N S, et al. Void ratio-dependent water retention model for a deformable residual clay[J]. International Journal of Geomechanics, 2020, 20(8): 04020131-1. doi: 10.1061/(ASCE)GM.1943-5622.0001773
    [12]
    CUI Y J, DELAGE P. Yielding and plastic behaviour of an unsaturated compacted silt[J]. Géotechnique, 1996, 46(2): 291-311. doi: 10.1680/geot.1996.46.2.291
    [13]
    RAMPINO C, MANCUSO C, VINALE F. Experimental behaviour and modelling of an unsaturated compacted soil[J]. Canadian Geotechnical Journal, 2000, 37(4): 748-763. doi: 10.1139/t00-004
    [14]
    高登辉, 陈正汉, 郭楠, 等. 干密度和基质吸力对重塑非饱和黄土变形与强度特性的影响[J]. 岩石力学与工程学报, 2017, 36(3): 736-744. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201703023.htm

    GUO Denghui, CHEN Zhnghan, HUO Nan, et al. The influence of dry density and matric suction on the deformation and the strength characteristics of the remolded unsaturated loess soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(3): 736-744. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201703023.htm
    [15]
    DI MAIO C, SANTOLI L, SCHIAVONE P. Volume change behaviour of clays: the influence of mineral composition, pore fluid composition and stress state[J]. Mechanics of Materials, 2004, 36(5/6): 435-451.
    [16]
    张彤炜, 邓永锋, 刘松玉, 等. 渗透吸力对重塑黏土的压缩和渗透特性影响的试验研究[J]. 岩土工程学报, 2014, 36(12): 2260-2266. doi: 10.11779/CJGE201412014

    ZHANG Tongwei, DENG Yongfeng, LIU Songyu, et al. Experimental investigation of osmotic suction effect on hydro-mechanical behaviour of remolded clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2260-2266. (in Chinese) doi: 10.11779/CJGE201412014
    [17]
    WITTEVEEN P, FERRARI A, LALOUI L. An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay[J]. Géotechnique, 2013, 63(3): 244-255. doi: 10.1680/geot.SIP13.P.027
    [18]
    颜荣涛, 赵续月, 于明波, 等. 盐溶液饱和黏土的等向压缩特性[J]. 岩土力学, 2018, 39(1): 129-138. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201801017.htm

    YAN Rongtao, ZHAO Xuyue, YU Mingbo, et al. Isotropic compression characteristics of clayey soil saturated by salty solution[J]. Rock and Soil Mechanics, 2018, 39(1): 129-138. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201801017.htm
    [19]
    周凤玺, 王立业, 赖远明. 饱和盐渍土的一维蠕变试验与模型研究[J]. 岩土工程学报, 2020, 42(1): 142-149. doi: 10.11779/CJGE202001016

    ZHOU Fengxi, WANG Liye, LAI Yuanming. One-dimensional creep tests and model studies on saturated saline soil[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 142-149. (in Chinese) doi: 10.11779/CJGE202001016
    [20]
    王立业, 周凤玺, 秦虎. 饱和盐渍土分数阶蠕变模型及试验研究[J]. 岩土力学, 2020, 41(2): 543-551. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202002026.htm

    WANG Liye, ZHOU Fengxi, QIN Hu. Fractional creep model and experimental study of saturated saline soil[J]. Rock and Soil Mechanics, 2020, 41(2): 543-551. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202002026.htm
    [21]
    ALONSO E E, GENS A, JOSA A. A constitutive model for partially saturated soils[J]. Géotechnique, 1990, 40(3): 405-430. doi: 10.1680/geot.1990.40.3.405
    [22]
    陈正汉, 扈胜霞, 孙树国, 等. 非饱和土固结仪和直剪仪的研制及应用[J]. 岩土工程学报, 2004, 26(2): 161-166. http://cge.nhri.cn/cn/article/id/11362

    CHEN Zhenghan, HU Shengxia, SUN Shuguo, et al. Development & application of consolidation apparatus and direct shear apparatus for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 161-166. (in Chinese) http://cge.nhri.cn/cn/article/id/11362
    [23]
    陈正汉. 重塑非饱和黄土的变形、强度、屈服和水量变化特性[J]. 岩土工程学报, 1999, 21(1): 82-90. http://cge.nhri.cn/cn/article/id/10260

    CHEN Zhenghan. Deformation, strength, yield and moisture change of a remolded unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 82-90. (in Chinese) http://cge.nhri.cn/cn/article/id/10260
    [24]
    THYAGARAJ T, THOMAS S R, DAS A P. Physico -chemical effects on shrinkage behavior of compacted expansive clay[J]. International Journal of Geomechanics, 2017, 17(2): 06016013. doi: 10.1061/(ASCE)GM.1943-5622.0000698
    [25]
    LEONG E, RAHARDJO H, HE L. Factors affecting the filter paper method for total and matric suction measurements[J]. Geotechnical Testing Journal, 2002, 25(3): 8198.
    [26]
    SHENG D C. Review of fundamental principles in modelling unsaturated soil behaviour[J]. Computers and Geotechnics, 2011, 38(6): 757-776. doi: 10.1016/j.compgeo.2011.05.002
    [27]
    RAMPINO C, MANCUSO C, VINALE F. Laboratory testing on an unsaturated soil: equipment, procedures, and first experimental results[J]. Canadian Geotechnical Journal, 1999, 36(1): 1-12. doi: 10.1139/t98-093
    [28]
    LU N, LIKOS W J. Suction stress characteristic curve for unsaturated soil[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2006, 132(2): 131-142.
    [29]
    周凤玺, 王立业, 赖远明. 饱和盐渍土渗透吸力的回顾及研究[J]. 岩土工程学报, 2020, 42(7): 1199-1210. doi: 10.11779/CJGE202007003

    ZHOU Fengxi, WANG Liye, LAI Yuanming. Review and research on osmotic suction of saturated saline soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(7): 1199-1210. (in Chinese) doi: 10.11779/CJGE202007003
    [30]
    PHILIP J R. Unitary approach to capillary condensation and adsorption[J]. Journal of Chemical Physics, 1977, 66(11): 5069-5075. doi: 10.1063/1.433814
    [31]
    LU N, ZHANG C. Soil Sorptive Potential: Concept, Theory, and Verification[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2018, 145(4): 04019006.
    [32]
    赵建斌, 申俊敏, 张艳聪. 考虑土体应力依赖性的水泥混凝土路面基层力学响应研究[J]. 公路, 2014, 59(12): 54-58. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201412012.htm

    ZHAO Jianbin, SHEN Junmin, ZHANG Yancong. Research on mechanical responses of the base for cement concrete pavement considering stress dependence of subgrade[J]. Highway, 2014, 59(12): 54-58. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201412012.htm
    [33]
    KONG L M, YAO Y P, QI J L. Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays[J]. Acta Geotechnica, 2020, 15(3): 2451-2471.
    [34]
    MESRI G, GODLEWSKI P M. Time and stress-compressibility interrelationship[J]. Journal of the Geotechnical Engineering Division, 1977, 103(5): 417-430. doi: 10.1061/AJGEB6.0000421
  • Cited by

    Periodical cited type(24)

    1. 罗庆斐,袁松,袁飞云,周道良,王峥峥. 不同转向角度曲线隧道穿越走滑断层力学行为. 大连理工大学学报. 2025(02): 171-180 .
    2. 吴斌,袁松,康泽洲,罗庆斐,王峥峥. 地震和断层错动共同作用下大转向曲线隧道力学行为研究. 震灾防御技术. 2025(01): 153-162 .
    3. 张恒,徐龙军,彭龙强,谢礼立. 跨断层铁路隧道精细化建模与力学分析. 地震工程与工程振动. 2024(05): 1-12 .
    4. 袁松,王希宝,袁飞云,罗庆斐,肖锋,王峥峥. 不同类型断层错动下半圆形曲线隧道力学行为. 公路. 2024(12): 440-449 .
    5. 韩俊艳,赵文乐,帅义,侯本伟,郭富强,杜修力. 逆断层作用下局部腐蚀埋地管道的失效模式研究. 防灾减灾工程学报. 2024(06): 1386-1397 .
    6. 王综仕,韩现民,徐孟起,王为鑫. 断层错动-地震不同时序作用对隧道的影响研究. 石家庄铁道大学学报(自然科学版). 2024(04): 45-50+124 .
    7. 付艳斌,王福道,陈湘生,陆岸典,沈翔,李旭辉,王贝凌,洪成雨. 破碎带地层盾构隧道建造关键问题. 铁道标准设计. 2023(01): 25-33 .
    8. 章玉伟,徐泽鑫,谢远,邱军领,杨桃,谢永利. 断层破碎带隧道围岩敏感性及沉降控制分析. 科学技术与工程. 2023(08): 3493-3501 .
    9. 张玉芳,袁坤,周文皎,范家玮. 门源地震对跨冷龙岭断层的大梁隧道结构变形特征和地表裂缝分布规律研究. 岩石力学与工程学报. 2023(05): 1055-1069 .
    10. 陈斌辉. 跨活断层公路隧道损伤规律研究. 河南科技. 2023(10): 59-62 .
    11. 肖文斌,谢印标,郑扬,武科,陈榕,李秋雷,程睿哲. 活动断层下城市地铁隧道变形破坏与损伤. 山东大学学报(工学版). 2023(03): 1-13 .
    12. 王志岗,陶连金,石城,安韶. 逆断层错动作用下考虑柔性接头的综合管廊结构力学行为研究. 铁道科学与工程学报. 2023(06): 2256-2267 .
    13. 刘汉东,赵亚文,杨长林,徐红超,李冬冬. 穿越活断层倒虹吸结构变形影响敏感性研究. 华北水利水电大学学报(自然科学版). 2023(03): 81-88 .
    14. 张卜,姬若愚,钟紫蓝,许成顺,杜修力. 穿越岩土交界面竖井结构水平地震损伤破坏模式. 隧道与地下工程灾害防治. 2023(03): 27-40 .
    15. 史新伟,冯新,范哲. 逆断层作用下复合衬砌输水隧洞损伤演化分析. 防灾减灾工程学报. 2023(05): 1132-1140 .
    16. 周光新,盛谦,崔臻,王天强,马亚丽娜,付兴伟. 走滑断层错动影响下跨活断层铰接隧洞破坏机制模型试验. 岩土力学. 2022(01): 37-50 .
    17. 董航凯. 断裂作用对输水管道的影响效应研究. 水利与建筑工程学报. 2022(02): 66-71 .
    18. 崔臻,盛谦,李建贺,付兴伟. 蠕滑错断-强震时序作用下跨活断裂隧道变形破坏机制初步研究. 岩土力学. 2022(05): 1364-1373 .
    19. 王杰,盛俭,赵梦丹,王欣宇. 康西瓦断裂错动对近断层隧道影响的数值模拟分析. 地震工程与工程振动. 2022(03): 235-242 .
    20. 李翔,孙文昊,孙州,陈立保. 盾构法隧道穿越活动断裂带方案探讨. 隧道建设(中英文). 2022(S1): 369-375 .
    21. 姜久纯. 黏滑错动下地铁隧道结构破坏特征及设防措施. 西安科技大学学报. 2021(03): 474-480 .
    22. 王鸿儒,钟紫蓝,赵密,汪振,赵旭,杜修力. 走滑断层黏滑错动下隧道破坏的模型试验研究. 北京工业大学学报. 2021(07): 691-701 .
    23. 陈立保,孙文昊,孙州,武哲书. 胶州湾第二海底隧道跨断裂带抗错方案研究. 铁道标准设计. 2021(10): 116-122+166 .
    24. 王杰,盛俭,赵梦丹,王欣宇. 断层错动对隧道工程影响研究的若干进展. 防灾科技学院学报. 2021(04): 34-42 .

    Other cited types(26)

Catalog

    Article views PDF downloads Cited by(50)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return