穆树怀, 王腾飞, 霍锦宏, 陈雪见, 江丛刚, 唐培连, 刘佳祥, 冯亮. 长输管道施工诱发地质灾害防治——以中缅管道云南段为例[J]. 油气储运, 2014, 33(10): 1047-1051. DOI: 10.6047/j.issn.1000-8241.2014.10.004
引用本文: 穆树怀, 王腾飞, 霍锦宏, 陈雪见, 江丛刚, 唐培连, 刘佳祥, 冯亮. 长输管道施工诱发地质灾害防治——以中缅管道云南段为例[J]. 油气储运, 2014, 33(10): 1047-1051. DOI: 10.6047/j.issn.1000-8241.2014.10.004
MU Shuhuai, WANG Tengfei, HUO Jinhong, CHEN Xuejian, JIANG Conggang, TANG Peilian, LIU Jiaxiang, FENG Liang. Prevention of geological disasters induced by long-distance pipeline construction - Taking the Myanmar-China Oil and Gas Pipeline (in Yunnan) as an example[J]. Oil & Gas Storage and Transportation, 2014, 33(10): 1047-1051. DOI: 10.6047/j.issn.1000-8241.2014.10.004
Citation: MU Shuhuai, WANG Tengfei, HUO Jinhong, CHEN Xuejian, JIANG Conggang, TANG Peilian, LIU Jiaxiang, FENG Liang. Prevention of geological disasters induced by long-distance pipeline construction - Taking the Myanmar-China Oil and Gas Pipeline (in Yunnan) as an example[J]. Oil & Gas Storage and Transportation, 2014, 33(10): 1047-1051. DOI: 10.6047/j.issn.1000-8241.2014.10.004

长输管道施工诱发地质灾害防治——以中缅管道云南段为例

Prevention of geological disasters induced by long-distance pipeline construction - Taking the Myanmar-China Oil and Gas Pipeline (in Yunnan) as an example

  • 摘要: 管道施工诱发地质灾害主要有两种情况:管道施工破坏地层结构,诱发地质灾害;管道施工加剧原有地质灾害的危险性和规模等。以中缅油气管道云南段工程建设为例,结合管道施工扫线、施工机具进场、管沟开挖等施工阶段,通过不同工况比对分析,对施工诱发滑坡、泥石流、崩塌等典型地质灾害的危险性进行评价,提出针对性防治方法,包括支挡、削坡护坡、排导、拦挡、生物工程、限制人类工程活动等,通过实际工程验证,取得了良好效果。

     

    Abstract: There are mainly two kinds of geological disasters induced by pipeline construction: geological disasters induced because the stratigraphic texture is damaged during pipeline construction and original geological disasters intensified in view of severity and coverage due to pipeline construction. Taking the Myanmar-China Oil and Gas Pipeline (in Yunnan) as an example, the working conditions in different stages (pipeline pigging, equipment moving onto site, and pipe trench excavation) are comparatively analyzed, and the severity of typical geological disasters induced by construction like landslide, debris flow and collapse is evaluated. Some appropriate preventive and control measures are proposed, such as supporting and retaining, slope cutting and protection, conduction, obstruction, biological engineering, and limitation of human's engineering activities. Actual engineering practices have proved good performance of these measures.

     

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