Deformation strength characteristics of unsaturated remoulded loess simulated by BBM model

被引：0
|
作者：
Zheng, Fang [1 ,2 ]
Shao, Shengjun [3 ,4 ]
机构：
[1] School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an,710055, China
[2] Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi'an University of Architecture and Technology, Xi'an,710055, China
[3] Institute of Geotechnical Engineering, Xi’an University of Technology, Xi'an,710048, China
[4] Shaanxi Key Laboratory of Loess Mechanics and Engineering, Xi'an University of Technology, Xi'an,710048, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2024年 / 46卷 / 08期
关键词：
Hyperbolic functions;
D O I：
10.11779/CJGE20230327
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：1665 / 1674
相关论文
共 50 条
  • [31] The Experimental Studies on the Structural Strength of the Unsaturated Loess
    Mu Lan
    Hu Yuting
    Feng Jing
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT: PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, 2011, : 164 - 167
  • [32] Deformation characteristics of remolded loess
    School of Highway, Chang'an University, Xi'an 710064, China
    Chang'an Daxue Xuebao, 2008, 5 (31-34): : 31 - 34
  • [33] Strength and deformation characteristics of compacted loess with different moisture content and compaction energy
    Yang, Jing
    Niu, Xirong
    Guo, Qigao
    Wen, Zhiheng
    Cao, Hailong
    RESULTS IN ENGINEERING, 2023, 20
  • [34] Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil
    Kong Ling-wei
    Zhou Bao-chun
    Bai Hao
    Chen Wei
    ROCK AND SOIL MECHANICS, 2010, 31 (10) : 3036 - 3042
  • [35] Experimental study of deformation and strength characteristics of Jingmen unsaturated expansive soil
    Kong, Ling-Wei
    Zhou, Bao-Chun
    Bai, Hao
    Chen, Wei
    Yantu Lixue/Rock and Soil Mechanics, 2010, 31 (10): : 3036 - 3042
  • [36] Deformation and strength properties of unsaturated remolded loess under K 0 pre-consolidation condition
    Guo N.
    Chen Z.-H.
    Guo J.-F.
    Sun S.-G.
    Hu S.-X.
    Wang M.-N.
    Chen, Zheng-Han (chenzhenghan47@163.com), 2018, Chinese Society of Civil Engineering (40): : 100 - 106
  • [37] Wetting deformation characteristics of unsaturated sandy loess under complex hydro-mechanical paths
    Cai G.
    Han B.
    Wei J.
    Li J.
    Zhao C.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 : 3073 - 3080
  • [38] Experimental study on strength properties of unsaturated intact loess in loess tableland regions
    Wang T.
    Zhou M.-R.
    Wang J.-W.
    Chen Z.-C.
    Zhou, Ming-Ru (zhoumr@lut.cn), 2018, Chinese Society of Civil Engineering (40): : 189 - 197
  • [39] Test study on strength character of unsaturated and undisturbed loess
    Hu Sheng-xia
    Zhou Yun-dong
    Chen Zheng-han
    ROCK AND SOIL MECHANICS, 2005, 26 (04) : 660 - +
  • [40] Unsaturated infiltration model to loess soils
    Zeballos, M. E.
    Terzariol, R. E.
    Aiassa, G. M.
    Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 2461 - 2464
12345