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
CHEN Zhuo-shi, LI Zhao-yan, SUN Rui. Ground response in seasonal frozen regions under moderate intensity earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 406-411.
Citation: CHEN Zhuo-shi, LI Zhao-yan, SUN Rui. Ground response in seasonal frozen regions under moderate intensity earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 406-411.
shu

Ground response in seasonal frozen regions under moderate intensity earthquakes

  • Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China

More Information
  • Received Date: February 28, 2013
  • Published Date: July 18, 2013
    Graphical Abstract
    • Abstract
  • The Seismic Design Code (GB50 011-2010) sets four classifications of sites. At the same time the anti-seismic design is mainly based on the conventional mud, neglecting the impact of the permafrost. The parameters for calculating the response of the seasonal frozen ground are based on qualitative analysis which is lack of measured data. The models lack versatility. In accordance with the analogy of different sites at different depths of frozen soil and permafrost shear-wave velocities, the ground response spectra of seasonal frozen sites under moderate intensity earthquake are calculated. It is suggested that in the first and second class sites, in which the shear-wave velocity are higher and the soil depth are thinner, the peak of winter spectra are higher than thaose in summer. Thus, the response spectra in winter should be analyzed. In the third and fourth class sites, there is no need to calculate the spectra influenced by the permafrost.
    • FullText(HTML)
    • References (1)
  • 工程地质手册编委会.工程地质手册[M]. 4版.北京:中国建筑工业出版社, 2007.(The Editorial Board of the Handbook of the Engineering Geology. The handbook of the engineering geology[M]. 4th ed.Beijing:China Architecture & Building Press, 2007. (in Chinese))
    AL-HUNAIDIM O A,CHEN P A,RAINER J H,et al. Shear module and damping in frozen and unfrozen clay by resonant column tests[J]. Can Geo-tech J, 1996, 333: 510-514.
    汪恩良,孙景路,高占坤,等. 哈尔滨地区季节冻深理论公式修正系数的确定[C]/ /Recent Development of Research on Permafrost Engineering and Cold Region Environment Proceedings of the Eighth International Symposium on Permafrost Engineering北京: 中国建筑工业出版社, 2009: 338-343. (WANG En-liang,SUN Jing-lu,GAO Zhan-kun,et al. The determining of theoretical formula correction factors of seasonal frozen depth in Harbin[C]// Recent Development of Research on Permafrost Engineering and Cold Region Environment Proceedings of the Eighth International Symposium on Permafrost EngineeringBeijing. China. Building Industry Publishing House. 2009: 338-343. China Architecture & Building Press. (in Chinese))
    JESSBERGER H L. State of the airport ground freezing mechanical properties,processes and design[J]. Engineering Geology, 1981, 18(1/2/3/4): 5-30.
    HASHASH Y,PARK D. Viscous damping formulation and high frequency motion propagation in non-linear site response analysis[J]. Soil Dynamics and Earthquake Engineering, 2002, 22: 611-624.
    DUTTA U,YANG Z,XU G,et al. Effect of Seasonally Frozen Soil and Permafrost on Seismic Site Response[C]// The 14th World Conference on Earthquake Engineering, Beijing. 2008.
    MURAVSKII G B. Application of experimental results on cyclic deforming of soils to seismic response analysis[J]. Soil Dynamics and Earthquake Engineering, 2001, 21: 661-669.
    SIMONSEN E,JANOO V,ISACSSON U. Resilient properties of unbound road materials during seasonal frost conditions[J]. Journal of Cold Regions Engineering, ASCE, 2002, 16(1): 28-50.
    王丽霞,凌贤长,徐学燕. 多年冻土场地路基地震加速度反应谱特性研究[J]. (岩石力学与工程学报), 2004, 23(8): 59-68.(WANG Li-xia,LING Xian-zhang,XU Xue-yan. The research on the earthquake acceleration response spectrum characteristics of permafrost roadbed[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 59-68. (in Chinese))
    廖振鹏,李小军. 地表土层地震反应的等效线性化解法 [C]// 地震小区划 (理论与实践). 北京: 地震出版社, 1989: 141-153. (LIAO Zhen-peng,LI Xiao-jun
    李小军. 一维土层地震反应线性化计算程序[C]// 地震小区划(理论与实践).北京:地震出版社, 1989: 250-265. (LI Xiao-jun
    齐文浩,薄景山,张忠利. 土层地震反应分析的研究现状[J]. (世界地震工程), 2010, 26(增刊): 368-372.(QI Wen-hao,BO Jing-shan,ZHANG Zhong-li,Present research of the soil seismic response analysis[J]. Present research of the soil seismic response analysis[J]. World Earthquake Engineering, 2010, 26(S0): 368-372. (in Chinese))
    齐文浩,薄景山. 土层地震反应等效线性化方法综述[J]. (世界地震工程), 2007, 23(4): 221-226.(QI Wen-hao,BO Jing-shan,Methods of soil seismic response equivalent linearization[J]. Methods of soil seismic response equivalent linearization[J]. World Earthquake Engineering, 2007, 23(4): 221-226.(in Chinese))
    胡聿贤. 地震工程学[M]. 北京: 地震出版社, 1988: 218-249. (HU Yu-xian,Earthquake engineering[C]// Beijing
    GB 50011—2010建筑抗震设计规范[M]. 2010: 15-40. 50011—2010建筑抗震设计规范[M]. 2010: 15-40. (GB50011—2010 Seismic design code[M]. 2010: 15-40. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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