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Source Journal for Chinese Scientific and Technical Papers
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Volume 40 Issue 2
Dec.  2014
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Article Contents
Lu Huaxi, Liang Pingying, Qiu Zaosheng. COMPARATIVE ANALYSIS OF THE INFLUENCE OF SOFT SOIL LAYER ON SITE CLASSIFICATION BETWEEN CHINESE CODE GB 50011—2001 AND EUROCODE 8[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 82-85. doi: 10.13204/j.gyjz201002019
Citation: Lu Huaxi, Liang Pingying, Qiu Zaosheng. COMPARATIVE ANALYSIS OF THE INFLUENCE OF SOFT SOIL LAYER ON SITE CLASSIFICATION BETWEEN CHINESE CODE GB 50011—2001 AND EUROCODE 8[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 82-85. doi: 10.13204/j.gyjz201002019

COMPARATIVE ANALYSIS OF THE INFLUENCE OF SOFT SOIL LAYER ON SITE CLASSIFICATION BETWEEN CHINESE CODE GB 50011—2001 AND EUROCODE 8

doi: 10.13204/j.gyjz201002019
  • Received Date: 2009-08-15
  • Publish Date: 2010-02-20
  • For several sites with soft soil layer,the difference of site classification between Chinese code GB 500112001 and European code Eurocode 8 is studied in this paper.Firstly,the shear wave velocity of ordinary site,site with soft interlayer within 20 m depth,site with soft soil layer below 20 m depth is computed,and the site classification is classified according to GB 500112001 and Eurocode 8 respectively.Then,the comparative analysis is carried out,it is found that the thickness of soft soil layer is more vulnerable to change site classification of Eurocode 8 than that of GB 500112001 for site with soft interlayer within 20 m depth,which is considered more carefully in Eurocode 8 for site with soft soil layer below 20 m depth.It is suggested that the influence of soft soil layer should be further considered in China code,and the calculation depth should be further extended from 20 m.
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    薄景山,翟庆生,刘红帅,等.场地分类及其在我国的演变[J].自然灾害学报,2004,13(3):44-49.
    [3] 薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11-15.
    [4] 罗开海.建筑抗震设防标准和性能设计方法研究)))中美欧抗震设计规范比较分析[D].北京:中国建筑科学研究院,2005.
    [5] GB 50011)2001建筑抗震设计规范[S].
    [6] CEN /TC 250. Eurocode 8,Design of Structures for Earthquake Resistance[S].
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