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| INVESTIGATION ON INSTABILITY MECHANISM AND TREATMENT FOR HIGH SLOPE WITH COUNTER-TILT STRATA |
| Chen Congxin， Shen Qiang， Ren Qingping |
| (Institute of Rock and Soil Mechanics， The Chinese Academy of Sciences， Wuhan 430071 China) |
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Abstract The analyzing methods on stability of slope with counter-tilt strata are still premature. Based on analysis and treatment for a freeway slope with counter-tilt strata，the common reliable means for the slope is abtained，which probably is a reference for similar engineerings.
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1 陈从新，沈 强. 京珠北高速公路C标段K36+100～K36+200段失稳路堑边坡治理方案及施工图设计[R]. 武汉：中国科学院武汉岩土力学研究所，2001
2 铁道部科学研究院西北研究所. 滑坡文集[C]. 北京：人民铁道出版社，1976
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2002, Vol. 21 
