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从加筋机理入手，本文建立了加筋土强度的等效侧向约束力模型。分析了加筋粉煤灰静、动强度的拉力破坏和粘着破坏两种情况下的强度指标。理论分析得到了试验结果的验证。
Starting from the reinforcement mechanism, this paper establishes the equivalent lateral restraint model of reinforced soil strength. The strength indexes of the static and dynamic strength of reinforced fly ash in tension failure and adhesion failure are analyzed. Theoretical analysis has been verified by the test results.