| 地震液化诱发地面大位移的防治措施 |
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| 引用本文： | 黄群贤,林建华. 地震液化诱发地面大位移的防治措施[J]. 低温建筑技术, 2004, 0(4): 35-37 |
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| 作者姓名： | 黄群贤 林建华 |
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| 作者单位： | 国立华侨大学土木系,福建,泉州,362011;国立华侨大学土木系,福建,泉州,362011 |
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| 基金项目： | 福建省自然科学基金资助项目 (D0 2 0 0 14 ) |
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| 摘 要： | 砂土液化诱发地面大位移会对地下生命线工程及其它一些结构产生灾难性的破坏 ,造成巨大的经济损失 ,因此有必要对潜在产生地面大位移的地基采取加固措施。根据地震液化诱发地面大位移产生的机理 ,针对自由场地和已建结构场地的特点 ,归纳总结了防治地面大位移的措施。
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| 关 键 词： | 地震液化 地面大位移 侧向扩展 |
| 文章编号： | 1001-6864(2004)04-0035-03 |
| 修稿时间： | 2004-04-01 |
MEASURES OF GROUND IMPROVEMENT AGAINST LARGE GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION |
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| HUANG Qun-xian,LIN Jian-hua. MEASURES OF GROUND IMPROVEMENT AGAINST LARGE GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION[J]. Low Temperature Architecture Technology, 2004, 0(4): 35-37 |
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| Authors: | HUANG Qun-xian LIN Jian-hua |
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| Abstract: | Catastrophic damages to lifelines and other structures can be made by large ground displacement induced by seismic liquefaction,therefore ground which can be liquefied during earthquake should be improved.According to the mechanism of large ground displacement,different measures of ground improvement against large ground displacement suited to different conditions are concluded. |
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| Keywords: | seismic liquefaction large ground displacement lateral spread |
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