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。
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.
出处
《探矿工程(岩土钻掘工程)》
2013年第7期29-32,共4页
Exploration Engineering:Rock & Soil Drilling and Tunneling
基金
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)
关键词
填方滑坡
排水
注浆加固
抗滑桩
微型组合抗滑桩
fill landslide
drainage
grouting reinforcement
anti-slide pile
micro combination anti-slide pile