Advanced Search
  • 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
Volume 46 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
LIANG Jingyu, QI Jilin, ZHANG Yuedong, LU Dechun, LI Haowen. Non-orthogonal elastoplastic model for frozen sand incorporating effects of temperature and confining pressure[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1889-1898. DOI: 10.11779/CJGE20230455
Citation: LIANG Jingyu, QI Jilin, ZHANG Yuedong, LU Dechun, LI Haowen. Non-orthogonal elastoplastic model for frozen sand incorporating effects of temperature and confining pressure[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1889-1898. DOI: 10.11779/CJGE20230455
shu

Non-orthogonal elastoplastic model for frozen sand incorporating effects of temperature and confining pressure

  • 1.

    School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

  • 2.

    Key Lab of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

More Information
  • Received Date: May 22, 2023
  • Available Online: March 24, 2024
    Graphical Abstract
    • Abstract
  • The mechanical properties of frozen soils are significantly affected by temperature and confining pressure. To characterize the effects of temperature, a nonlinear relationship between the three-dimensional tensile strength and the temperature is established, which is incorporated into the yield function based on the coordinate transformation method. To characterize the effects of confining pressure, a potential strength degradation factor is established, which is used to develop the hardening parameters that effectively account for the effects of the confining pressure. Finally, based on the framework of the non-orthogonal elastoplastic model, a non-orthogonal elastoplastic constitutive model for frozen soils that can consider the effects of temperature and confining pressure is developed in the coordinate transformation space. Comparisons between the model predictions and the triaxial compression test results of the frozen silty sand demonstrate that the developed constitutive model can simulate the stress-strain relationship of frozen silty sand under different temperatures and confining pressures. The developed constitutive model characterizes the temperature effects, i.e., the increase in the peak shear strength with decreasing temperature, and the confining pressure effects, i.e., the transition from shear dilation and softening to shear contraction and hardening as reflected by the stress-strain curve under the increasing confining pressure.
    • FullText(HTML)
    • References (33)
  • [1]
    LAI Y M, XU X T, DONG Y H, et al. Present situation and prospect of mechanical research on frozen soils in China[J]. Cold Regions Science and Technology, 2013, 87: 6-18. doi: 10.1016/j.coldregions.2012.12.001
    [2]
    马巍, 王大雁. 中国冻土力学研究50a回顾与展望[J]. 岩土工程学报, 2012, 34(4): 625-640. http://cge.nhri.cn/cn/article/id/14543

    MA Wei, WANG Dayan. Studies on frozen soil mechanics in China in past 50 years and their prospect[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 625-640. (in Chinese) http://cge.nhri.cn/cn/article/id/14543
    [3]
    ZHAO Y H, ZHANG M Y, GAO J. Research progress of constitutive models of frozen soils: a review[J]. Cold Regions Science and Technology, 2023, 206: 103720. doi: 10.1016/j.coldregions.2022.103720
    [4]
    XU X T, WANG Y B, BAI R Q, 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
    [5]
    KIM S Y, KIM Y, LEE J S. Effects of frozen water content and silt fraction on unconfined compressive behavior of fill materials[J]. Construction and Building Materials, 2021, 266: 120912. doi: 10.1016/j.conbuildmat.2020.120912
    [6]
    NIU Y Q, WANG X, LIAO M K, et al. Strength criterion for frozen silty clay considering the effect of initial water content[J]. Cold Regions Science and Technology, 2022, 196: 103521. doi: 10.1016/j.coldregions.2022.103521
    [7]
    孙晓宇, 齐吉琳, 尹振宇. 冻结饱和标准砂压缩性试验研究[J]. 岩土工程学报, 2018, 40(9): 1723-1728. doi: 10.11779/CJGE201809020

    SUN Xiaoyu, QI Jilin, YIN Zhenyu. Experimental study on compressibility of frozen saturated ISO standard sand[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1723-1728. (in Chinese) doi: 10.11779/CJGE201809020
    [8]
    高娟, 赖远明, 常丹, 等. 考虑加载速率影响的冻结含盐砂土强度准则研究[J]. 岩土工程学报, 2019, 41(1): 104-110. doi: 10.11779/CJGE201901011

    GAO Juan, LAI Yuanming, CHANG Dan, et al. Strength criterion for frozen saline sand considering effects of loading rates[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 104-110. (in Chinese) doi: 10.11779/CJGE201901011
    [9]
    LI X, YAN Y, JI S Y. Mechanical properties of frozen ballast aggregates with different ice contents and temperatures[J]. Construction and Building Materials, 2022, 317: 125893. doi: 10.1016/j.conbuildmat.2021.125893
    [10]
    ZHANG D, LIU E L, LIU X Y, et al. A new strength criterion for frozen soils considering the influence of temperature and coarse-grained contents[J]. Cold Regions Science and Technology, 2017, 143: 1-12. doi: 10.1016/j.coldregions.2017.08.006
    [11]
    LUO F, LIU E L, ZHU Z Y. A strength criterion for frozen moraine soils[J]. Cold Regions Science and Technology, 2019, 164: 102786. doi: 10.1016/j.coldregions.2019.102786
    [12]
    LAI Y M, LIAO M K, HU K. A constitutive model of frozen saline sandy soil based on energy dissipation theory[J]. International Journal of Plasticity, 2016, 78: 84-113. doi: 10.1016/j.ijplas.2015.10.008
    [13]
    QI J L, HU W, MA W. Experimental study of a pseudo-preconsolidation pressure in frozen soils[J]. Cold Regions Science and Technology, 2010, 60(3): 230-233. doi: 10.1016/j.coldregions.2009.10.008
    [14]
    CHANG D, LAI Y M, YU F. An elastoplastic constitutive model for frozen saline coarse sandy soil undergoing particle breakage[J]. Acta Geotechnica, 2019, 14(6): 1757-1783. doi: 10.1007/s11440-019-00775-0
    [15]
    YAO X L, XU G F, ZHANG M Y, et al. A frozen soil rate dependent model with time related parabolic strength envelope[J]. Cold Regions Science and Technology, 2019, 159: 40-46. doi: 10.1016/j.coldregions.2018.12.006
    [16]
    ZHANG D, LIU E L. Binary-medium-based constitutive model of frozen soils subjected to triaxial loading[J]. Results in Physics, 2019, 12: 1999-2008. doi: 10.1016/j.rinp.2019.02.029
    [17]
    LAI Y M, JIN L, CHANG X X. Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil[J]. International Journal of Plasticity, 2009, 25(6): 1177-1205. doi: 10.1016/j.ijplas.2008.06.010
    [18]
    LAI Y M, YANG Y G, CHANG X X, et al. Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics[J]. International Journal of Plasticity, 2010, 26(10): 1461-1484. doi: 10.1016/j.ijplas.2010.01.007
    [19]
    SUN K, ZHOU A N. A multisurface elastoplastic model for frozen soil[J]. Acta Geotechnica, 2021, 16(11): 3401-3424. doi: 10.1007/s11440-021-01391-7
    [20]
    YANG Y G, LAI Y M, DONG Y H, et al. The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures[J]. Cold Regions Science and Technology, 2010, 60(2): 154-160. doi: 10.1016/j.coldregions.2009.09.001
    [21]
    LU D C, LIANG J Y, DU X L, et al. Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule[J]. Computers and Geotechnics, 2019, 105: 277-290. doi: 10.1016/j.compgeo.2018.10.004
    [22]
    LU D C, ZHOU X, DU X L, et al. A 3D fractional elastoplastic constitutive model for concrete material[J]. International Journal of Solids and Structures, 2019, 165: 160-175. doi: 10.1016/j.ijsolstr.2019.02.004
    [23]
    LI H C, TONG C X, CHANG X, et al. Constitutive modelling of temperature-dependent behaviour of soft rocks with fractional-order flow rule[J]. Applied Sciences, 2022, 12(8): 3875. doi: 10.3390/app12083875
    [24]
    LIANG J Y, LU D C, DU X L, et al. Non-orthogonal elastoplastic constitutive model for sand with dilatancy[J]. Computers and Geotechnics, 2020, 118: 103329. doi: 10.1016/j.compgeo.2019.103329
    [25]
    LIANG J Y, LU D C, ZHOU X, et al. Non-orthogonal elastoplastic constitutive model with the critical state for clay[J]. Computers and Geotechnics, 2019, 116: 103200. doi: 10.1016/j.compgeo.2019.103200
    [26]
    QU P F, ZHU Q Z, ZHAO L Y, et al. A micromechanics-based fractional frictional damage model for quasi-brittle rocks[J]. Computers and Geotechnics, 2021, 139: 104391. doi: 10.1016/j.compgeo.2021.104391
    [27]
    SUN K, TANG L, ZHOU A N, et al. An elastoplastic damage constitutive model for frozen soil based on the super/subloading yield surfaces[J]. Computers and Geotechnics, 2020, 128: 103842. doi: 10.1016/j.compgeo.2020.103842
    [28]
    姚仰平, 路德春, 周安楠. 岩土类材料的变换应力空间及其应用[J]. 岩土工程学报, 2005, 27(1): 24-29. doi: 10.3321/j.issn:1000-4548.2005.01.003

    YAO Yangping, LU Dechun, ZHOU Annan. Transformed stress space for geomaterials and its application[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 24-29. (in Chinese) doi: 10.3321/j.issn:1000-4548.2005.01.003
    [29]
    姚仰平. UH模型系列研究[J]. 岩土工程学报, 2015, 37(2): 193-217. doi: 10.11779/CJGE201502001

    YAO Yangping. Advanced UH models for soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 193-217. (in Chinese) doi: 10.11779/CJGE201502001
    [30]
    YAO Y P, GAO Z W, ZHAO J D, et al. Modified UH model: constitutive modeling of overconsolidated clays based on a parabolic hvorslev envelope[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(7): 860-868. doi: 10.1061/(ASCE)GT.1943-5606.0000649
    [31]
    高娟, 赖远明. 冻结盐渍土三轴剪切试验过程中的损伤及压融分析[J]. 岩土工程学报, 2018, 40(4): 707-715. doi: 10.11779/CJGE201804015

    GAO Juan, LAI Yuanming. Damage and pressure melting analysis of frozen saline soilsinprocess of triaxial compression tests[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 707-715. (in Chinese) doi: 10.11779/CJGE201804015
    [32]
    孙星亮, 汪稔, 胡明鉴. 冻土三轴剪切过程中细观损伤演化CT动态试验[J]. 岩土力学, 2005, 26(8): 1298-1302, 1311. doi: 10.3969/j.issn.1000-7598.2005.08.022

    SUN Xingliang, WANG Ren, HU Mingjian. A CT-timely experimental study on meso-scopic structural damage development of frozen soil under triaxial shearing[J]. Rock and Soil Mechanics, 2005, 26(8): 1298-1302, 1311. (in Chinese) doi: 10.3969/j.issn.1000-7598.2005.08.022
    [33]
    赵淑萍, 马巍, 郑剑锋, 等. 基于CT单向压缩试验的冻结重塑兰州黄土损伤耗散势研究[J]. 岩土工程学报, 2012, 34(11): 2019-2025. http://cge.nhri.cn/cn/article/id/14883

    ZHAO Shuping, MA Wei, ZHENG Jianfeng, et al. Damage dissipation potential of frozen remolded Lanzhou loess based on CT uniaxial compression test results[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2019-2025. (in Chinese) http://cge.nhri.cn/cn/article/id/14883
    • Related Articles

  • Related Articles

    [1]Temperature effect on thermal conductivity of bentonite with saline solution[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240203
    [2]XU Yunshan, XIAO Zilong, SUN Dean, CHEN Junhao, ZENG Zhaotian. Temperature effects and prediction model of thermal conductivity of soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(6): 1180-1189. DOI: 10.11779/CJGE20220243
    [3]PAN Bin, ZENG Zhao-tian, MO Hong-yan, LIU Zhao-qiang, CUI Zhe-qi. Temperature effects on shrinkage properties of swell-shrink soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 115-120. DOI: 10.11779/CJGE2022S1021
    [4]ZHANG Chao, CAO Wen-gui, ZHAO Heng, HE Min. Statistical damage simulation method for complete stress-strain path of rocks considering confining pressure effect and strength brittle drop[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 936-944. DOI: 10.11779/CJGE202205017
    [5]LI Xiu-lei, SHI Jian-yong, JIANG Zhao-qi, LI Yu-ping. Thermo-elastoplastic constitutive model for municipal solid waste (MSW) considering temperature effects and fiber reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(3): 523-532. DOI: 10.11779/CJGE202203014
    [6]DENG Yue-bao, WANG Tian-yuan, KONG Gang-qiang. Consolidation theory for saturated ground considering temperature effects[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1827-1835. DOI: 10.11779/CJGE201910006
    [7]YUAN Hai-ping, HAN Zhi-yong, LIN Hang, WANG Bin, CHEN Shui-mei. Rebound effect of rock & soil excavation based on M-C elastic-plastic constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 24-29. DOI: 10.11779/CJGE2014S2005
    [8]XU Xiao-li, GAO Feng, ZHANG Zhi-zhen. Influence of confining pressure on deformation and strength properties of granite after high temperatures[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2246-2252. DOI: 10.11779/CJGE201412012
    [9]ZHANG Zhi-chao, CHENG Xiao-hui. Thermodynamic constitutive model for non-isothermal consolidation and undrained shear behaviors of saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1297-1306.
    [10]Ma Wei, Wu Ziwang, Sheng Yu. Effect of Confining Pressure on Strength Behaviour of Frozen Soil[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 7-11.
    • Supplements (1)

  • Other Related Supplements

Catalog

    Get Citation
    PDF
    XML
    Article views (435) PDF downloads (108) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return