[1]林建华,黄群贤.地震液化诱发地面大位移的计算分析[J].华侨大学学报(自然科学版),2004,25(2):156-160.[doi:10.3969/j.issn.1000-5013.2004.02.012]
 Lin Jianhua,Huang Qunxian.Calculation and Analysis of Large Ground Displacement Induced by Seismic Liquefaction[J].Journal of Huaqiao University(Natural Science),2004,25(2):156-160.[doi:10.3969/j.issn.1000-5013.2004.02.012]
点击复制

地震液化诱发地面大位移的计算分析()
分享到:

《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第25卷
期数:
2004年第2期
页码:
156-160
栏目:
出版日期:
2004-04-20

文章信息/Info

Title:
Calculation and Analysis of Large Ground Displacement Induced by Seismic Liquefaction
文章编号:
1000-5013(2004)02-0156-05
作者:
林建华黄群贤
华侨大学土木工程系; 华侨大学土木工程系 福建泉州362011; 福建泉州362011
Author(s):
Lin Jianhua Huang Qunxian
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou, China
关键词:
地震 液化 地面大位移 侧向扩展
Keywords:
earthquake liquefaction large ground displacement lateral spread
分类号:
TU435
DOI:
10.3969/j.issn.1000-5013.2004.02.012
文献标志码:
A
摘要:
根据地面大位移产生的特点,采用一些合理的假设,提出一种计算地震液化诱发地面大位移的方法 .同时,对影响地面大位移的可能因素进行初步的研究 .计算结果表明,该方法在计算地震动期间产生的地面侧移中,能够较真实的反映液化诱发地面大位移的物理机制,揭示地面大位移产生的规律 .计算结果与宏观震害现象相吻合 .
Abstract:
Based on the characteristic of the emergence of large ground displacement and some reasonable hypothesis, the authors pose a method for calculation large ground displacement induced by seismic liquefaction and make an initial study on its possible influencing factors. In calculation lateral ground displacement emerging during earthquake, this method is able to reflect fairly truthfully its physical mechanism and to reveal the regular pattern of its emergence, as shown by the reckoning which coincides with macroscopic phenomenon of seismic damage.

参考文献/References:

[1] 刘惠珊, 徐凤萍, 李鹏程. 液化引起地面大位移对工程的影响及研究现状 [J]. 特种结构, 1997(2):47-50.
[2] 高玉峰, 刘汉龙, 朱伟. 地震液化引起的地面大位移研究进展 [J]. 岩土力学, 2000(3):294-298.doi:10.3969/j.issn.1000-7598.2000.03.026.
[3] 刘惠珊, 张在明. 地震区的场地与地基基础 [M]. 北京:中国建筑工业出版社, 1994.146-158.
[4] 景立平, 李玉亭, 王绍博. 砂土液化诱发地面侧移分析 [J]. 东北地震研究, 1996(4):40-49.
[5] BRAJA M D, 吴世明. 土动力学原理 [M]. 杭州:浙江大学出版社, 1984.158-164.
[6] 石兆吉. 判别水平土层液化势的剪切波速法 [J]. 水文地质工程地质, 1986(4):9-13.
[7] Vaid Y P, Thomas J. Post liquefaction behavior of sand [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1995(2):163-173.

相似文献/References:

[1]林建华.高耸石结构抗震可靠度分析[J].华侨大学学报(自然科学版),1992,13(4):498.[doi:10.11830/ISSN.1000-5013.1992.04.0498]
 Lin Jianhua.Antiseismic Reliability Analysis Made on High-Rise Stone Structure[J].Journal of Huaqiao University(Natural Science),1992,13(2):498.[doi:10.11830/ISSN.1000-5013.1992.04.0498]
[2]施景勋,林建华.矶头水电站大坝的地震反应分析[J].华侨大学学报(自然科学版),1994,15(1):53.[doi:10.11830/ISSN.1000-5013.1994.01.0053]
 Shi Jingxun,Lin Jianhua.Earthquake Response Analysis of the Dam in Jitou Hydroelectric Station[J].Journal of Huaqiao University(Natural Science),1994,15(2):53.[doi:10.11830/ISSN.1000-5013.1994.01.0053]
[3]周素琴,郭子雄.地震人员伤亡的动态评估[J].华侨大学学报(自然科学版),2004,25(1):54.[doi:10.3969/j.issn.1000-5013.2004.01.014]
 Zhou Suqin,Guo Zixiong.Dynamic Assessment of Seismic Casualties[J].Journal of Huaqiao University(Natural Science),2004,25(2):54.[doi:10.3969/j.issn.1000-5013.2004.01.014]
[4]常方强,贾永刚.波浪作用下埕岛海域粉质土海床的累积液化[J].华侨大学学报(自然科学版),2013,34(4):434.[doi:10.11830/ISSN.1000-5013.2013.04.0434]
 CHANG Fang-qiang,JIA Yong-gang.Residual Liquefaction of Silt Seabed Induced by Wave at the Chengdao Sea Area[J].Journal of Huaqiao University(Natural Science),2013,34(2):434.[doi:10.11830/ISSN.1000-5013.2013.04.0434]

备注/Memo

备注/Memo:
福建省自然科学基金资助项目(D020014)
更新日期/Last Update: 2014-03-23