Advanced Search
  • 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
Volume 35 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
WU Zhi-jian, ZHANG Ze-zhong, WANG Ping, ZENG Li-feng. Residual strain characteristics of loess and zoning of seismic subsidence in gannan region of Gansu Province[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 113-117.
Citation: WU Zhi-jian, ZHANG Ze-zhong, WANG Ping, ZENG Li-feng. Residual strain characteristics of loess and zoning of seismic subsidence in gannan region of Gansu Province[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 113-117.
shu

Residual strain characteristics of loess and zoning of seismic subsidence in gannan region of Gansu Province

  • 1. Key Laboratory of Loess Earthquake Engineering, Gansu Earthquake Administration, CEA, Lanzhou 730000, China; 2. Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China; 3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China; 4. Department of Engineering Mechanics, Dalian University of technology, Dalian 116024, China

More Information
  • Received Date: February 27, 2013
  • Published Date: July 18, 2013
    Graphical Abstract
    • Abstract
  • Seismic subsidence is one of the typical loess seismic disasters. Based on the results of dynamic triaxial tests on original loess samples of Hezuo City, Gansu Province, the residual strain characteristics are obtained by comparing with the test results of loess in other typical loess areas. In addition, the layer thickness distribution of the loess in Hezuo City is plotted through high intensity microtremor survey based on drilling exploration results. Moreover, using interpolation and spatial analysis functions of geographic information system (GIS) software, the zoning of seismic subsidence hazards of level 4 with two kinds of probabilities of exceedance is carried out on the basis of test results and thickness distribution of the loess.
    • FullText(HTML)
    • References (1)
  • 王兰民,石玉成,刘 旭,等. 黄土动力学[M].北京:地震出版社, 2003.(WANG Lan-min,SHI Yu-cheng,LIU Xu,et al. Loess dynamics[M].Beijing:Earthquake Press, 2003. (in Chinese))
    袁中夏. 黄土动残余变形的特性与机理研究[D]. 北京: 中国地震局工程力学研究所, 2010.(YUAN Zhong-xia. Characteristics and mechanism of dynamic residual deformation of loess[D]. Beijing: Institute of Engineering Mechanics, CEA. 2010. (in Chinese))
    骆亚生,谢定义,董为民,等. 不同地区黄土振陷变形特性的对比分析[J]. (陕西水利发电), 2001, 17(1): 4-7.(LUO Ya-sheng,XIE Ding-yi,DONG Wei-min,et al. Comparative analysis of vibration deformation behavior of the loess from different regions[J]. Journal of Shaanxi Water Power, 2001, 17(1): 4-7. (in Chinese))
    李 兰,王兰民. 含黏粒量黄土抗震陷性能的试验研究[J]. (水文地质工程地质), 2007, 34(3): 63-66.(LI Lan,WANG Lan-min. Experimental study of the subsidence characteristics of clayey loess[J]. Hydrogeology and Engineering Geology, 2007, 34(3): 63-66. (in Chinese))
    徐舜华,王兰民,孙军杰,等. 含水率对黄土震陷性定量影响研究[J]. (西北地震学报), 2010, 32(1): 30-35.(XU Shun-hua,WANG Lan-min,SUN Jun-jie,et al. Study on the influence of water content to subsidence characters of loess[J]. North Western seismological Journal, 2010, 32(1): 30-35. (in Chinese))
    石玉成,李 兰. 黄土震陷变形特征的细观分析[J]. (岩石力学与工程学报), 2003, 22(增刊2): 2829-2833.(SHI Yu-cheng,LI Lan. Microanalysis of seismic subsidence characteristics of loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(S2): 2829-2833. (in Chinese))
    邓 津,王兰民,张振中. 黄土显微结构特征与震陷性[J]. (岩土工程学报), 2007, 29(4): 542-548.(DENG Jin,WANG Lan-min,ZHANG Zhen-zhong. Microstructure characteristics and seismic subsidence of loess[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 542-548. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (480) PDF downloads (313) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return