魏永耀, 孙树林, 张鑫, 郑华章. 2008: 膨胀土—胶粉(ESR)抗剪强度与含水量关系试验研 究. 工程地质学报, 16(S1): 603-607.
    引用本文: 魏永耀, 孙树林, 张鑫, 郑华章. 2008: 膨胀土—胶粉(ESR)抗剪强度与含水量关系试验研 究. 工程地质学报, 16(S1): 603-607.
    WEI Yongyao, SUN Shulin, ZHANG Xin, ZHENG Huazhang. 2008: THE SHEAR STRENGTH RELATION BETWEEN ESR AND WATER CONTER. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 603-607.
    Citation: WEI Yongyao, SUN Shulin, ZHANG Xin, ZHENG Huazhang. 2008: THE SHEAR STRENGTH RELATION BETWEEN ESR AND WATER CONTER. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 603-607.

    膨胀土—胶粉(ESR)抗剪强度与含水量关系试验研 究

    THE SHEAR STRENGTH RELATION BETWEEN ESR AND WATER CONTER

    • 摘要: 为了减少膨胀土所引起的工程地质灾害,同时提高资源的循环利用,笔者将不同含水率、不同配比废弃轮胎胶粉与膨胀土制成不同的混合土样(expansive soil-rubber, ESR),进行废弃轮胎胶粉改良膨胀土的试验研究。试验结果表明内摩擦角和膨胀土的抗剪强度随废弃轮胎胶粉含量的增加而增大,内摩擦角的变化量不大,而粘聚力的变化较为显著。

       

      Abstract: At present, engineering disasters caused by expansive soil have attracted worldwide attention. At home and abroad, studies on the improvement of expansive soil have been conducted by many engineers, while literatures on the application of wasted tire rubber powders to improve the strength of the expensive soil are few. In order to increase the use of the recycled resources and reduce the harmful impact of the expensive soil on the engineering, the author conducted a series of explorations to study whether and how the wasted tire rubber powder can improve the expensive soil. In the course of the study, wasted tire rubber powder in different proportion with different water content is mixed with expansive soil to make different ESR( expansive soil-rubber). The result of the test shows that the internal friction angle and the shear strength of the expansive soil increase as the amount of the wasted tire rubber powder increases. And the test also shows that the internal friction dose not have a remarkable change, while the cohesion changes much. This result confirms the assumption that wasted tire rubber powder can improve the expansive soil greatly. This finding opens up a new improving method to reduce the engineering disaster caused by the expensive soil.

       

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