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软弱土层对中欧场地划分影响的比较
引用本文:卢华喜,梁平英,仇早生. 软弱土层对中欧场地划分影响的比较[J]. 工业建筑, 2010, 40(2)
作者姓名:卢华喜  梁平英  仇早生
作者单位:华东交通大学土木建筑学院,南昌,330013
基金项目:国家自然科学基金资助项目(50968007);;江西省自然科学基金资助项目(2008GZC0057);;江西省教育厅科学技术研究项目(GJJ09217)
摘    要:针对场地中存在软弱土层的多种情况,对中、欧场地划分的差异进行比较。通过对一般场地、20 m深度范围内含软弱夹层场地、20 m深度以下含软弱土层场地的剪切波速的计算,依据中国设计规范GB50011—2001、欧洲设计规范Eurocode 8分别进行场地划分。通过比较分析发现,Eurocode 8的场地分类对20 m深度范围内软弱夹层厚度的反应比GB 50011—2001更敏感,对20 m深度以下软弱土层厚度的考虑比GB 50011—2001更细致,建议中国抗震规范应进一步考虑软弱土层的影响,且将计算深度由20 m进一步向下延伸。

关 键 词:抗震设计  软弱土层  场地划分  比较

COMPARATIVE ANALYSIS OF THE INFLUENCE OF SOFT SOIL LAYER ON SITE CLASSIFICATION BETWEEN CHINESE CODE GB 50011-2001 AND EUROCODE 8
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)
Authors:Lu Huaxi  Liang Pingying  Qiu Zaosheng
Affiliation:School of Civil Engineering;East China Jiaotong University;Nanchang 330013;China
Abstract:For several sites with soft soil layer,the difforence of site classification between Chinese code GB 50011-2001 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 50011-2O01 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 50011-2001 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.
Keywords:seismic design  soft soil layer  site classification  comparison  
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