Test analysis on the dynamic performance of frozen silty clay

被引:0
|
作者
Bin, Zheng [1 ]
Yang, Xu [2 ]
Shanshan, Zheng [1 ]
Shuying, Qu [1 ]
机构
[1] School of Civil Engineering, Yan Tai University, Yan Tai, China
[2] City Building Industry Management Office, Fu Shan District, Yan Tai, China
来源
Open Civil Engineering Journal | 2015年 / 9卷 / 01期
关键词
Confining pressures - Dynamic parameters - Dynamic performance - Dynamic triaxial tests - Dynamics parameters - Dynamics performance - Railway construction - Settlement mechanism;
D O I
10.2174/1874149501509010830
中图分类号
学科分类号
摘要
Currently, over half of China’s trunk railways are located in permafrost regions. But to tackle the railway subgrade disease has always been the difficulty in the railway construction there. The influence that the dynamics performance of frozen silty clay has on permafrost subgrade is an important component in the researches towards permafrost subgrade. In this paper, the dynamics performance of frozen silty clay in permafrost regions is studied based on the indoor dynamic triaxial test at a low temperature, and at the same time, by studying the influence that several factors like cyclic matrix, confining pressure, temperature and frequency have on relevant dynamics parameters, basis can be provided for the transformation and settlement mechanism of permafrost subgrade as well as for the analysis towards the permafrost’s influence on vibration response under train load, and it offers much reference value to permafrost subgrade’s design. © Bin et al.
引用
收藏
页码:830 / 839
相关论文
共 50 条
  • [31] Texture analysis of photographs of silty clay
    Xu Jin-ming
    Qiang Pei
    Zhang Peng-fei
    ROCK AND SOIL MECHANICS, 2009, 30 (10) : 2903 - 2907
  • [32] Quantitative analysis for the effect of microstructure on the mechanical strength of frozen silty clay with different contents of sodium sulfate
    You, Zhemin
    Lai, Yuanming
    Zhang, Mingyi
    Liu, Enlong
    ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (04)
  • [33] Experimental study on dynamic behavior of unsaturated silty clay
    Wang, M.
    Yang, Q.
    Kong, G. Q.
    Luan, M. T.
    BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY, 2008, : 185 - +
  • [34] Quantitative analysis for the effect of microstructure on the mechanical strength of frozen silty clay with different contents of sodium sulfate
    Zhemin You
    Yuanming Lai
    Mingyi Zhang
    Enlong Liu
    Environmental Earth Sciences, 2017, 76
  • [35] Dynamic Mechanical Properties and Failure Mode of Artificial Frozen Silty Clay Subject to One-Dimensional Coupled Static and Dynamic Loads
    Ma, Dong-dong
    Ma, Qin-yong
    Yao, Zhao-ming
    Yuan, Pu
    Zhang, Rong-rong
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [36] Comparative study on dynamic shear modulus of silty clay
    Civil Engineering College, Hunan University, Changsha 410082, China
    Yantu Gongcheng Xuebao, 2006, 3 (410-414):
  • [37] Improvement of silty clay soils using dynamic consolidation
    Durrani, M
    GROUND IMPROVEMENT GEOSYSTEMS: DENSIFICATION AND REINFORCEMENT, 1997, : 89 - 95
  • [38] A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay
    Y. Zhou
    S. Shi
    Q. Cai
    Soil Mechanics and Foundation Engineering, 2024, 60 : 564 - 573
  • [39] A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay
    Zhou, Y.
    Shi, S.
    Cai, Q.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2024, 60 (06) : 564 - 573
  • [40] Static-dynamic coupling mechanical properties and constitutive model of artificial frozen silty clay under triaxial compression
    Ma, Dongdong
    Ma, Qinyong
    Yao, Zhaoming
    Huang, Kun
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2019, 167