| 强夯法处理大块填石地基加固深度的探讨 |
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| 引用本文： | 陈国法.强夯法处理大块填石地基加固深度的探讨[J].福建地质,2008,27(3):331-338. |
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| 作者姓名： | 陈国法 |
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| 作者单位： | 福建省第八地质大队,龙岩,364000 |
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| 摘 要： | 在强夯处理大块碎石土地基采用剪切波、雷瑞波、分层沉降检测手段，探讨大块碎石土地基强夯加固深度的确定。
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| 关 键 词： | 有效加固深度 有效影响深度 剪切波 雷瑞波 |
On the Deepness of Foundation Consolidation of Hunk Rockfill by Dynamic Consolidating |
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| Chen Goufa.On the Deepness of Foundation Consolidation of Hunk Rockfill by Dynamic Consolidating[J].Geology of Fujian,2008,27(3):331-338. |
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| Authors: | Chen Goufa |
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| Institution: | Chen Goufa (No. 8 Geological Party of Fujian Province, Longyan, 364000) |
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| Abstract: | The detecting means such as the shear wave,Reyrei wave and demixion can be used in the processing hunk debris soil groundwork by the dynamic consolidation.It is under discussion in the paper how to ascertain the strengthening deepness of hunk debris soil foundation by dynamic consolidation. |
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| Keywords: | effective strengthening deepness effective affecting deepness shear wave Reyrei wave |
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