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《Journal of Engineering Geology》 2010-02
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THAW-STABILITY ASSESSMENT OF THE PERMAFROST FOUNDATION SOIL ALONG THE PROPOSED CHINA-RUSSIA CRUDE OIL PIPELINE FROM MO′HE TO DAQING

JI Yanjun①② JIN Huijun② WANG Guoshang① ZHANG Jianming②(①Gansu Electric Power Design Institute,Lanzhou 730050)(②State Key Laboratory of Frozen Soil Engineering,Chinese Academy of Sciences,Lanzhou 730000)  
The proposed China-Russia Crude Oil Pipeline runs through the permafrost area for about 500 km,across mountains,forests and wetlands with complicated frozen-ground engineering geological conditions.The maximum allowable thaw settlement of pipeline foundation soils is chosen as the assessment criterion.Using the meaning annual ground temperature and ice content of permafrost as the assessment indices,the permafrost along the pipeline route was classified into four types(according to-1.0 and-2.0℃): thermally-stable permafrost and-transitory cold permafrost,thaw-unstable warm permafrost(-1.0~-2.0℃)and extremely unstable warm permafrost(≥-1.0℃).The recommended construction modes include conventional burial,insulated burial,drainage control,refill with non-frost-susceptilble and/or thaw-stable soils,elevation,and even above ground bent/dike with or without drainage control.Using this assessment system,about 430km of permafrost of the pipeline route has been evaluated in detail.The assessment system is simple in criteria,and has resulted in appropriate and practical products.
【Fund】: 中国科学院百人计划项目“气候变化条件下 寒区线性工程基础稳定性研究-以海拉尔-大庆输油管道为工程实例”(O48181);; 中国科学院知识创新重要方向性项目(KZCX2-YW-311)
【CateGory Index】: P642.14
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