Dynamic behaviors of frozen silt under repeated traffic loading

被引:1
|
作者
Liu, Furong [1 ,2 ]
Ma, Wei [1 ,2 ]
Zhou, Zhiwei [1 ,2 ]
Wen, Zhi [1 ,2 ]
Mu, Yanhu [1 ,2 ]
Shen, Mingde [1 ,2 ]
He, Pengfei [3 ]
机构
[1] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou, Peoples R China
[2] Univ Chinese Acad Sci, Beijing, Peoples R China
[3] Lanzhou Univ Technol, Lanzhou, Peoples R China
基金
中国国家自然科学基金;
关键词
Warm permafrost; traffic load; cardioid-shaped stress path; hollow cylinder samples; SOFT CLAY; DEFORMATION-BEHAVIOR; STRAIN; LEVEL;
D O I
10.1080/14680629.2023.2238064
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The temperature state of warm permafrost is in the negative temperature near-phase-transition interval and thus is extremely sensitive to small fluctuations of the heat and stress environment. The dynamic load induced by the vehicle operation not only changes its magnitude cyclically, but also its principal stress direction (PSD) consistently changes rotationally. However, the existing conventional dynamic research methods can only simulate the cyclic stress environment with constant PSD, which is very different from the stress environment induced by locomotive operation, and thus the conventional dynamic research results are bound to be difficult to accurately reflect the influence of the stress field induced by vehicle operation on the development law of warm permafrost permanent settlement deformation. Therefore, in this paper, a series of dynamic studies were carried out for the Qinghai-Tibet silt at -2 degrees C by simulating the cardioid-shaped stress path induced during the operation of a heavy-duty locomotive using a frozen hollow cylinder apparatus. It is found that the rotational effect of the principal stress direction under the conditions of the cardioid-shaped stress path (CSSP) action accelerates the development of vertical permanent deformation in the frozen soil. The main reason that caused the axial strain increases advantage is the rotation of principal stress direction can accelerate the viscous energy dissipation during dynamic loading process. According to the law of axial strain development in the high-temperature frozen soil under the conditions of different CSSP action, an empirical model of permanent deformation development in high-temperature frozen soil considering the PSD rotation effect was established, and it was found by this model calculation that under the general condition of heavy-load locomotive operation, compared with the conventional research method without considering the PSD rotation, the axial cumulated strain in high-temperature frozen soil increased by 33.3% after considering the rotation effect in the PSD.
引用
收藏
页码:1068 / 1089
页数:22
相关论文
共 50 条
  • [31] DYNAMIC FRACTURE BEHAVIORS OF TRANSPARENT MATERIALS UNDER DETONATION LOADING
    Choi, Joon Hong
    Lee, Heon Joo
    Lee, Chang Hyun
    Kim, Do Kyung
    28TH INTERNATIONAL SYMPOSIUM ON BALLISTICS, VOLS 1 AND 2, 2014, : 1052 - 1063
  • [32] Repeated cyclic shear loading response of reconstituted Fraser River silt
    Soysa, A.
    Wijewickreme, D.
    EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS, 2019, 4 : 5070 - 5077
  • [33] Dynamic characteristics and fracture process of marble under repeated impact loading
    Wang, Xinyu
    Liu, Zhongyang
    Gao, Xicai
    Li, Pengfei
    Dong, Bin
    ENGINEERING FRACTURE MECHANICS, 2022, 276
  • [34] Dynamic Parameters and Hysteresis Loop Characteristics of Frozen Silt Clay under Different Cyclic Stress Paths
    Liu, Furong
    Zhou, Zhiwei
    Ma, Wei
    Zhang, Shujuan
    Sun, Zhizhong
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [35] Experimental study on dynamic characters of unloading silt under long-term cyclic loading
    Meng Fan-li
    Lou Zhen-zhen
    Ge Wei
    ROCK AND SOIL MECHANICS, 2022, 43 : 383 - 388
  • [36] DYNAMIC RESPONSE OF HIGH-TEMPERATURE FROZEN SOIL ROADBED UNDER TRAIN DYNAMIC LOADING
    Shi, Y. H.
    He, P.
    Bian, X. L.
    ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II, 2009, : 538 - 542
  • [37] Experimental study on the dynamic creep strength of frozen soil under dynamic loading with confining pressure
    Li, HP
    Zhu, YL
    He, P
    GROUND FREEZING 2000: FROST ACTION IN SOILS, 2000, : 131 - 135
  • [38] Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
    Zhang, Dan
    Zhu, Zhiwu
    Liu, Zhijie
    SHOCK AND VIBRATION, 2016, 2016
  • [39] Experimental study on settlement of model piles in frozen soil under dynamic loading
    Zhang, JM
    Zhu, YL
    Zhang, JY
    SCIENCE IN CHINA SERIES D-EARTH SCIENCES, 1999, 42 (Suppl 1): : 30 - 37
  • [40] Cumulative plastic strain of frozen aeolian soil under highway dynamic loading
    Zhang, Shuang
    Tang, Chun-an
    Zhang, Xiang-dong
    Zhang, Zhe-cheng
    Jin, Jia-xu
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2015, 120 : 89 - 95