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本文分析了2×3无粘结预应力混疑土网格梁的破坏机理,并提出了相应的极限强度分析方法.计算结果与试验结果吻合较好.
In this paper, the failure mechanism of 2×3 unbonded prestressed mixed-suspended soil mesh beams is analyzed, and the corresponding ultimate strength analysis method is proposed. The calculated results are in good agreement with the experimental results.