| 高填斜坡段狭窄填石路基的强夯处理施工小结 |
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| 引用本文： | 郑永斌.高填斜坡段狭窄填石路基的强夯处理施工小结[J].山西建筑,2009,35(28):280-281. |
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| 作者姓名： | 郑永斌 |
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| 作者单位： | 中铁十二局第一工程有限公司,山西,临汾,041000 |
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| 摘 要： | 在分析高填斜坡段狭窄填石路堤沉降变形原因的基础上，提出对高速公路填石路堤进行强夯处理的压实施工新工艺，指出对高填斜坡狭窄地带高速公路填石路堤进行一定次数的强夯处理能从根本上减少路堤沉降隐患，保证其稳定性和耐久性。
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| 关 键 词： | 高填斜坡地带 填石路堤 沉降变形 强夯 |
Soil compacting construction of stone embankment fill in high fill slope stage |
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| ZHENG Yong-bin.Soil compacting construction of stone embankment fill in high fill slope stage[J].Shanxi Architecture,2009,35(28):280-281. |
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| Authors: | ZHENG Yong-bin |
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| Affiliation: | ZHENG Yong- bin |
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| Abstract: | On base of analyzing reasons for sedimentation of stone embankment fill in high fill slope, the paper proposes the technique of handling the stone embankment of high way with soil compacting method, it points out that soil compacting construction of stone embankment fill in high fill slope stage could reduce the sedimentation and thus assure the stability sustain ability of it. |
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| Keywords: | high fill slope stage stone embankment sedimentation deformation soil compacting |
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