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A SIMPLIFIED METHOD FOR THE STABILITY ANALYSIS OF SOIL- NAILED WALL |
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Abstract Based on the in-situ tests and theoretical analysis，a simplified method，which can be used to analyze the stability of soil-nailed wall，is proposed. The simplified method assumes that the fixed circular potential failure surface passes through the toe of the wall and intersect the top at about 0.36 H，and trapeziform earth pressure along the depth of the wall. This method has the advantage of avoiding the tedious processes of trial and error to search the potential failure surface. The calculation results of two engineering projects show that the proposed method has its practical value.
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Received: 30 March 2004
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MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
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