• 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

冻土蠕变变形特征的细观分析

吴紫汪, 马巍, 蒲毅彬, 常小晓

吴紫汪, 马巍, 蒲毅彬, 常小晓. 冻土蠕变变形特征的细观分析[J]. 岩土工程学报, 1997, 19(3): 4-9.
引用本文: 吴紫汪, 马巍, 蒲毅彬, 常小晓. 冻土蠕变变形特征的细观分析[J]. 岩土工程学报, 1997, 19(3): 4-9.
Wu Ziwang, Ma Wei, Pu Yibin, Chang Xiaoxiao. Submicroscopic Analysis on Deformation Characteristics in Creep Process of Frozen Soil[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 4-9.
Citation: Wu Ziwang, Ma Wei, Pu Yibin, Chang Xiaoxiao. Submicroscopic Analysis on Deformation Characteristics in Creep Process of Frozen Soil[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 4-9.

冻土蠕变变形特征的细观分析  English Version

基金项目: 国家自然科学基金,冻土工程国家重点实验室资助

Submicroscopic Analysis on Deformation Characteristics in Creep Process of Frozen Soil

  • 摘要: 通过观测分析冻土单轴及三轴蠕变过程中细观结构的变化情况,发现蠕变过程中结构缺陷的增生与扩展制约着土结构的强化与弱化作用,控制着蠕变变形形态特征。易破坏区首先发生在样品的低密薄弱层面的薄弱区,对于单轴蠕变,在薄弱层面形成一环状低密带,然后向外扩展,最终导致整体结构的破坏;而对于三轴蠕变,在样品薄弱段的表面形成拉伸裂缝,然后向内扩展,最终导致整体结构的破坏。在单轴蠕变过程中冻土的体积随时间的发展而持续增加;三轴蠕变过程中冻土的体积随时间的发展而持续减小,仅当进入第三蠕变阶段后其体积有相对增大的趋势,但仍小于起始值。
    Abstract: In this paper, computerized tomography (CT) is used to measure and analyze the change of submicrostructure of frozen soil in uniaxial and triaxial creep process. The study reveals that the strengthening and softening actions of structure, as well as the form characteristics of creep process in frozen soil are controlled by growing microcracks, and growing and extending structural damage in creep process. The broken structure was appeared firstly in weak area of low density layer of sample. In uniaxial creep process of frozen soil, a ringlike zone of low density was formed in weak layer of sample and then extended outward to result in failure of integral structure. And the volume of frozen soil increased continuously with time. In triaxial creep process of frozen soil, the tensile cracks was formed in surface of low density part of sample and then extended inward to result in failure of integral structure. Meanwhile, the volume of frozen soil decreased continuously and increased slightly at the third creep stage, but it was still smaller than the initial value.
  • 期刊类型引用(7)

    1. 李俊毅. 电渗法加固土体技术的探究与展望. 岩土工程技术. 2024(02): 238-245 . 百度学术
    2. 王炳辉,栾佶,张雷,金海晖,张文博. 电渗热固结处理顶管废弃泥浆的减量化研究. 地下空间与工程学报. 2024(02): 507-517 . 百度学术
    3. 王华杰. 电渗试验中土体电阻变化规律探究. 科技创新与应用. 2024(34): 73-76 . 百度学术
    4. 王炳辉,李贵豪,张雷,金海晖,吴涛,贾仲泽,金丹丹. 不同掺加材料对软土电渗加固效果的影响. 自然灾害学报. 2024(06): 86-97 . 百度学术
    5. 桂书润,王龙嘉,班子越,赵飞燕,徐欣. 电渗联合堆载预压及化学法加速淤筑土固结的试验研究. 河南科技. 2023(05): 86-90 . 百度学术
    6. 陈海鹏. 引水隧洞混凝土裂缝化学灌浆加固技术研究. 陕西水利. 2023(10): 154-156 . 百度学术
    7. 李丽华,杨俊杰,徐维生,宋杨,曹毓. 电渗法联合化学固化法改良淤泥试验. 中国科技论文. 2022(12): 1340-1345 . 百度学术

    其他类型引用(3)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 10
出版历程
  • 发布日期:  1997-05-22

目录

    /

    返回文章
    返回