| 泵站地下水位升降对土层液化的影响分析 |
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| 引用本文： | 王英豪,朱恒.泵站地下水位升降对土层液化的影响分析[J].水科学与工程技术,2013(2):86-88. |
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| 作者姓名： | 王英豪 朱恒 |
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| 作者单位： | 河北省水利水电勘测设计研究院,天津 300250 |
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| 摘 要： | 液化是饱和无粘性土和少粘性土在强振作用下，使土体具有液体流动特征的现象，是一种典型的不良地质现象。液化机理决定了液化土层的处理措施，而现代工程中，地下水位升降使土层液化等级有不同的变化。
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| 关 键 词： | 液化 地下水位 强振作用 液化机理 |
Study on Liquifaction via Groundwater Surface Going Up and Down of Pump Station |
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| WANG Ying-hao,ZHU Heng.Study on Liquifaction via Groundwater Surface Going Up and Down of Pump Station[J].Water Sciences and Engineering Technology,2013(2):86-88. |
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| Authors: | WANG Ying-hao ZHU Heng |
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| Affiliation: | (Hebei Research Institute of lnvestigation ＆ Design Of Water Conservancy ＆ Hydropower, Tianjin 300250, China) |
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| Abstract: | Three will be a phenomenon,under the station of dynamic shock of saturated cohesionless soil and limited cohe- sive soil, which is called liquifaction.It is a typical undesirable geological phenomena,which forces the soils to have liquid feature.Lique-faction mechanisation has power to make treatment measures of liquified soil ,and in contemporary project, there will he different grade variations in liquified soil under station of groundwater surface gonging up and down. |
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| Keywords: | liquifaction groundwater surface dynamic shock lique-faction mechanisation |
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