• 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

人造多晶冰的动力学参数试验研究

朱占元, 陈士军, 凌贤长, 王立娜, 李琼林

朱占元, 陈士军, 凌贤长, 王立娜, 李琼林. 人造多晶冰的动力学参数试验研究[J]. 岩土工程学报, 2013, 35(4): 762-766.
引用本文: 朱占元, 陈士军, 凌贤长, 王立娜, 李琼林. 人造多晶冰的动力学参数试验研究[J]. 岩土工程学报, 2013, 35(4): 762-766.
ZHU Zhan-yuan, CHEN Shi-jun, LING Xian-zhang, WANG Li-na, LI Qiong-lin. Experiment study on dynamic parameters of artificial polycrystalline ice[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 762-766.
Citation: ZHU Zhan-yuan, CHEN Shi-jun, LING Xian-zhang, WANG Li-na, LI Qiong-lin. Experiment study on dynamic parameters of artificial polycrystalline ice[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 762-766.

人造多晶冰的动力学参数试验研究  English Version

基金项目: 国家重点基础研究发展计划(973计划)项目(2012CB026 104);国家自然科学基金项目(51078111);铁道部科技研究开发计划项目(2009G010-E);冻土工程国家重点实验室开放基金资助项目(SKLFSE201007,SKLFSE201214)
详细信息
    作者简介:

    朱占元(1974- ),男,四川开江人,博士,教授,主要从事冻土动力学与冻土工程、边坡工程、岩土工程数值仿真等方面的研究与教学工作。E-mail: zhuzyuan910@163.com。

  • 中图分类号: TU43

Experiment study on dynamic parameters of artificial polycrystalline ice

  • 摘要: 基于低温动三轴试验,研究人造多晶冰在轨道交通分级循环荷载作用下的本构关系与动力学参数指标。在不同负温、频率条件下,考察试件轴向动应力-应变关系曲线,获得冰的动力本构关系可以用线性黏弹性模型描述;动弹性模量随着温度的升高而降低,随频率增大而增大;黏性系数随着温度的升高而增大,随频率增大而减小的结论;并合理解释了温度、频率对冰的动力学参数指标的影响机理。
    Abstract: Based on the dynamic tri-axial tests at low temperature, the dynamic constitutive model and its parameters of artificial polycrystalline ice are studied under stepped axial cyclic loading. It is concluded that the dynamic constitutive relation of ice can be fitted by use of the linear viscoelastic model through the experiments under various temperatures and frequencies. Dynamic elastic modulus decreases with the rise of temperature, and increases with the rising frequency. Viscosity coefficient increases with the increasing temperature, and declines with the increase of frequency. Furthermore, the influences of temperature and frequency on the dynamic parameters of ice are interpreted rationally.
  • [1] CHAICHANAVONG T. Dynamic properties of ice and frozen clay under cyclic triaxial loading conditions[D]. East Lansing: Dep of Civil and Sanitary Engineering, Michigan State Univ,1976.
    [2] SINGH S, DONOVAN N C. Seismic response of frozen - thawed soil systems[C]// Proceedings of Sixth World Conference on Earthquake Engineering. Sarita Prakashan, Meerut,1977, III:2262-2267.
    [3] FINN W D L, YONG R N. Seismic response of frozen ground[J]. Journal of the Geotechnical Engineering Division, ASCE,1978, 104:1225-1241.
    [4] VINSON T S, CHAICHANAVONG T, CZAJKOWSKI R L. Behavior of frozen clays under cyclic axial loading[J]. Journal of the Geotechnical Engineering Division, ASCE,1978, 104GT7:779-800.
    [5] VINSON T S, LI J C. Dynamic properties of frozen sand under simulated earthquake loading conditions. proceedings of the seventh world conference on earthquake engineering[J]. Turkish National Committee on Earthquake Engineering, Istanbul,19803:65-72.
    [6] LI J C, BALADI G Y, ANDERSLAND O B. Cyclic triaxial tests on frozen sand[J]. Engineering Geology, 1979,134:233-246.
    [7] ZHU Yuan-lin, HE Ping, ZHANG Jia-yi,et al. Triaxial creep model of frozen soil under dynamic loading[J]. Progress in Natural Science, 1997,74:465-468.
    [8] 徐学燕,仲丛利,陈亚明,等. 冻土的动力特性研究及其参数确定[J]. 岩土工程学报, 1998,205:77-81. XU Xue-yan, ZHONG Cong-li, CHEN Ya-ming, et al. Research on dynamic characters of frozen soil and determination of its parameters[J]. Chinese Journal of Geotechnical Engineering 1998, 205
    [9] 张淑娟,赖远明,李双洋,等. 冻土动强度特性试验研究[J]. 岩土工程学报, 2008,304:595-599. ZHANG Shu-juan, LAI Yuan-ming, LI Shuang-yang, et al. Dynamic strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2008, 304
    [10] 边学成,胡 婷,陈云敏. 列车交通荷载作用下地基土单元体的应力路径[J]. 土木工程学报, 2008,4111:86-92. BIAN Xue-cheng, HU Ting, CHEN Yun-min.
    Stress path in soil element of ground under moving traffic loads[J]. China Civil Engineering Journal, 2008, 4111: 86-92. (in Chinese)
    [11] 刘雪珠,陈国兴. 轨道交通荷载下路基土的动力学行为研究进展[J]. 防灾减灾工程学报, 2008,282:248-255. LIU Xue-zhu, CHEN Guo-xing.
    Advances in researches on mechanical behavior of subgrade soils under repeated-load of high-speed track vehicles[J]. Journal of Disaster Prevention and Mitigation Engineering, 2008, 282: 248-255. (in Chinese)
    [12] ZHU Zhan-yuan, LING Xian-zhang, CHEN Shi-jun,et al. Experimental investigation on the train-induced subsidence prediction model of Beiluhe permafrost subgrade along the Qinghai-Tibet Railway in China[J]. Cold Regions Science and Technology, 2010,621:67-75.
    [13] ZHU Zhan-yuan, LING Xian-zhang, WANG Zi-yu,et al. Experimental investigation on the dynamic behavior of frozen clay[J]. Cold Regions Science and Technology, 2011,691:91-97.
    [14] ZHU Zhan-yuan, LING Xian-zhang, CHEN Shi-jun,et al. Analysis of dynamic compression stress induced by passing trains in permafrost subgrade along Qinghai-Tibet Railway[J]. Cold Regions Science and Technology, 2011,651:465-473.
    [15] LI Shuang-yang, LAI Yuan-ming, ZHANG Shu-juan,et al. Dynamic responses of Qinghai-Tibet Railway embankment subjected to train loading in different seasons[J]. Soil Dynamics and Earthquake Engineering, 2012,321:1-14.
    [16] 程国栋,杨成松. 青藏铁路建设中的冻土力学问题[J]. 力学与实践, 2006,283:1-8. CHENG Guo-dong, YANG Cheng-song.
    Mechanics related with frozen ground in construction of Qinghai-Tibet Railway[J]. Mechanics and Engineering, 2006, 283: 1-8. (in Chinese)
    [17] 岳前进. 我国冰工程问题研究现状与展望[J]. 冰川冻土, 1995,17增刊:15-19. YUE Qian-jin.
    State-of-art and development trend of research on ice engineering problems in China[J]. Journal of Glaciology and Geocryology, 1995, 17S0: 15-19. (in Chinese)
    [18] 徐洪宇,赖远明,喻文兵,等. 人造多晶冰三轴压缩强度特性试验研究[J]. 冰川冻土, 2011,335:1120-1126. XU Hong-yu, LAI Yuan-ming, YU Wen-bing, et al. Experimental research on triaxial strength of polycrystalline ice[J]. Journal of Glaciology and Geocryology, 2011, 335
    [19] 彭万巍,朱元林,张家懿. 人造多晶冰抗压强度实验研究[J]. 实 验力学, 1998,131:92-97. PENG Wan-wei, ZHU Yuan-lin, ZHNAG Jia-yi.
    Experimental study on the uniaxial compressive strength of artificial polycrystalline ice[J]. Journal of Experimental Mechanics, 1998, 131: 92-97. (in Chinese)
    [20] 尚守平,刘方成,杜运兴,等. 应变累积对黏土动剪切模量和阻尼比影响的试验研究[J]. 岩土力学, 2006,275:683-688. SHANG Shou-ping, LIU Fang-cheng, DU Yun-xing, et al. Experimental study on effect of shear strain accumulation on dynamic shear modulus and damping ratio of clay soil[J]. Rock and Soil Mechanics, 2006, 275
    [21] 张克绪,谢君斐. 土动力学[M]. 北京: 地震出版社, 1989.ZHANG Ke-xu, XIE Jun-fei.
    Soil dynamics[M]. Beijing: Earthquake Press, 1989. (in Chinese)
计量
  • 文章访问数:  941
  • HTML全文浏览量:  1
  • PDF下载量:  316
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-06-07
  • 发布日期:  2013-04-17

目录

    /

    返回文章
    返回