| 桂柳一级公路K250段边坡变形原因及加固措施 |
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| 引用本文： | 包惠明,肖明贵.桂柳一级公路K250段边坡变形原因及加固措施[J].桂林工学院学报,1997,17(2):115-118. |
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| 作者姓名： | 包惠明 肖明贵 |
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| 作者单位： | [1]桂林工学院建设工程系 [2]桂林工学院勘察设计研究院 |
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| 摘 要： | Ｋ２５０段边坡变形的原因是老滑坡的影响，降雨诱发，削坡不当及抗滑桩桩长不足，桩位欠合理等。可采用削坡、排水和再加抗滑桩对该边坡进一步加固。
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| 关 键 词： | 边坡变形 抗滑桩 公路 加固措施 |
THE SLOPE DEFORMATION CAUSE AND PROTECTION MEASURE IN AREA K250 OF THE FIRST-ORDER GUILIN-LIUZHOU HIGHWAY |
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| Bao Huiming.THE SLOPE DEFORMATION CAUSE AND PROTECTION MEASURE IN AREA K250 OF THE FIRST-ORDER GUILIN-LIUZHOU HIGHWAY[J].Journal of Guilin University of Technology,1997,17(2):115-118. |
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| Authors: | Bao Huiming |
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| Abstract: | The slope deformation cause of K250 section slope is an effect of old landslide, rainfall-inducing and unsuitable cutting slope and inadequate length of anti-slide pile and unsuitable position of anti-slide pile ect It can be used for the meansure of cutting slope and drainage and anti-slope pile to protection the slope |
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| Keywords: | slope deformation anti-slipe pile cutting slope highway Guilin Liuzhou |
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