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| ANALYSIS OF SLOPE INSTABILITY FOR FOUR FOUNDATION PITS |
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Abstract The accidents of foundation pit in practical engineering are often found. Four cases of slope instability of foundation pits supported by composite soil-nailed wall，double-row piles and gentle-slope method are introduced. The main reasons of slope instability for these cases are presented. Slope stabilization measures for these cases are considered according to their different geologic conditions and surroundings around the foundation pits. The successful experiences of slope stabilization are achieved with practical engineerings.
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Received: 18 May 2006
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