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Volume 53 Issue 10
Oct.  2023
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GUO Ruifeng, SHAO Shuai, SHAO Shengjun, SHEN Xiaojun, LUO Shaojiang, ZHU Xueliang. Relations Between Degrees of Loess Structure and Matric Suction or Compressive Yield Deformation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 100-104. doi: 10.13204/j.gyjzG22070902
Citation: GUO Ruifeng, SHAO Shuai, SHAO Shengjun, SHEN Xiaojun, LUO Shaojiang, ZHU Xueliang. Relations Between Degrees of Loess Structure and Matric Suction or Compressive Yield Deformation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 100-104. doi: 10.13204/j.gyjzG22070902

Relations Between Degrees of Loess Structure and Matric Suction or Compressive Yield Deformation

doi: 10.13204/j.gyjzG22070902
  • Received Date: 2022-07-09
    Available Online: 2023-12-18
  • Loess is a kind of unsaturated soil with special structure. To explore the quantitative relations between structural degrees of unsaturated loess and matric suction or compressive yield deformation, uniaxial compressive strength tests were conducted on loess specimens from different sites in intact, remolded and saturated intact conditions, and the variation laws of structural degrees of loess with different contents of water were analyzed. The soil-water characteristic curves of corresponding loess specimens were tested, and the matric suction indexes of intact loess with different contents of water were measured. Based on the quantitative relations between the physical quantity and the structural degree, the relation between matric suction and the structural degree was established, and its applicability was demonstrated. Through isotropic compression tests, the relation between the yield stress and the structural degree was determined, and the relations between the yield stress and the structured degree of Q2 loess or Q3 loess were established. Through the relations between the structural degree of loess and the compressive yield stress or isotropic compressive yield deformation, the relations among the structural degree of Q2 loess or Q3 loess, compressive yield and compressive deformation were established.
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  • [1]
    太沙基. 理论土力学[M]. 北京:中国地质出版社, 1960.
    [2]
    谢定义, 齐吉琳. 土结构性及其定量化参数研究的新途径[J]. 岩土工程学报, 1999, 21(6):651-656.
    [3]
    邵生俊,周飞飞,龙吉勇.原状黄土结构性及其定量化参数研究[J].岩土工学报,2004(4):531-536.
    [4]
    陈存礼,胡再强,高鹏.原状黄土的结构性及其与变形特性关系研究[J].岩土力学,2006(11):1891-1896.
    [5]
    骆亚生,谢定义,邵生俊,等.复杂应力状态下的土结构性参数[J].岩石力学与工程学报,2004(24):4248-4251.
    [6]
    冯志焱. 非饱和黄土的结构性定量化参数与结构性本构关系研究[D].西安:西安理工大学,2008.
    [7]
    邵生俊,郑文,王正泓,等.黄土的构度指标及其试验确定方法[J].岩土力学,2010,31(1):15-19

    ,38.
    [8]
    邵生俊,王丽琴,陶虎,等.黄土的构度及其与粒度、密度、湿度之间的关系[J].岩土工程学报,2014,36(8):1387-1393.
    [9]
    王丽琴,邵生俊.黄土构度与物理指标之间的定量关系[J].岩石力学与工程学报,2015,34(增刊2):4380-4386.
    [10]
    王丽琴,邵生俊,赵聪,等.黄土初始结构性对其压缩屈服的影响[J].岩土力学,2018,39(9):3223-3228.
    [11]
    蒋明镜,张浩泽,李涛,等.非饱和重塑与结构性黄土等向压缩试验离散元分析[J].岩土工程学报,2019,41(增刊2):121-124.
    [12]
    罗爱忠,方娟,陈昌禄,等.结构性黄土压缩屈服特性及湿压模型[J].工业建筑,2014,44(12):83-87

    ,117.
    [13]
    陈存礼,张登飞,张洁,等.等向应力下原状黄土的压缩及增湿变形特性研究[J].岩石力学与工程学报,2017,36(7):1736-1747.
    [14]
    LU N,LIKOS W J.Unsaturated Soil Mechanics[M].Hobokin:John Wiley & Sons,2004.
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