| 某天然气井场填方滑坡治理过程分析及效果评价 |
| 投稿时间：2013-06-25 修订日期：2013-06-25 点此下载全文 |
| 引用本文：韩新强,赵建平,刘文.某天然气井场填方滑坡治理过程分析及效果评价[J].钻探工程,2013,40(7):29-32.HAN Xin-qiang,ZHAO Jian-ping,LIU Wen. Analysis on the Process of Fill Landslide Treatment in a Natural Gas Well Site and the Effect Evaluation[J]. Drilling Engineering, 2013,40(7):29-32. |
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| 基金项目:中国地质调查局地质大调查项目“滑坡应急治理微型组合抗滑桩技术试验研究”（1212011220170） |
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| 中文摘要:某天然气井场坐落于一填方平台，由于土体填方施工时未达固结，致使该天然气井场3次发生滑坡灾害，并3次进行治理。采用的治理方案依次为地面排水 注浆加固 抗滑桩、抗滑桩 挡土墙加固、微型组合抗滑桩。在阐述该天然气井场填方滑坡特点的基础上，对治理工程及其效果进行了分析。 |
| 中文关键词:填方滑坡 排水 注浆加固 抗滑桩 微型组合抗滑桩 |
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| Analysis on the Process of Fill Landslide Treatment in a Natural Gas Well Site and the Effect Evaluation |
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| Abstract:A gas well site is located in a fill platform, the landslide disaster occurred for 3 times, because the soil filling was not consolidated when the construction was started. The treatment solutions for 3 landslides were ground drainage grouting reinforcement anti-slide pile, the anti-slide pile retaining wall reinforcement and micro combination anti-slide pile Based on the characteristics of landslide in the natural gas well fill, the treatment engineering and the effects are analyzed, and the action effects of micro combination anti-slide pile technology used in this landslide treatment is especially analyzed. |
| keywords:fill landslide drainage grouting reinforcement anti-slide pile micro combination anti-slide pile |
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