| 苏洼龙水电站坝址区覆盖层砂土液化评价 |
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| 引用本文： | 于立宏,刘德斌,刘英.苏洼龙水电站坝址区覆盖层砂土液化评价[J].岩土力学,2008,29(Z1):204-206. |
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| 作者姓名： | 于立宏 刘德斌 刘英 |
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| 作者单位： | 1. 北京国电水利电力工程有限公司，北京 100024；2. 长春华星建筑有限责任公司，长春 130000 |
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| 摘 要： | 苏洼龙水电站坝址区覆盖层厚度大，成份复杂，各层位分别获取原状试样困难.利用埋深较浅、易获取原状样层位试验成果。结合野外试验成果，通过分析得出覆盖层不存在砂土液化问题。
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| 关 键 词： | 苏洼龙水电站 坝址区 砂土液化 |
| 收稿时间： | 2008-07-25 |
Appraisal of overburden layer sand liquefaction for dam site in Suwalong Water Power Station |
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| YU Li-hong,LIU De-bin,LIU Ying.Appraisal of overburden layer sand liquefaction for dam site in Suwalong Water Power Station[J].Rock and Soil Mechanics,2008,29(Z1):204-206. |
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| Authors: | YU Li-hong LIU De-bin LIU Ying |
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| Institution: | 1. Beijing National Water Conservancy and Electric Power Engineering Co. Ltd, Beijing 100024, China; 2. Changchun Huaxing Construction Co. Ltd, Changchun 130000, China |
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| Abstract: | The depth of overburden layer is large in dam site of Suwalong Water Power Station, and its components are complex, which cause many difficulties to obtain the undisturbed specimen from every layer respectively. Combined with the test results outside, the test results from the lower buried layer from which the undisturbed specimen is easily obtained are analyzed. It is found that the overburden layer does not exist sand liquefaction. The result can be referred to similar engineering。 |
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| Keywords: | Suwalong Water Power Station dam site sand liquefaction |
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