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Research On the Bearing Mechanism of Mudstone With Soft-hard Alternant Strata

机译:用软硬交替泥土泥石轴承机理研究

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In order to analyse the bearing mechanism of mudstone with soft-hard alternant strata, the mudstone layer is choose, and the interbedded mudstone models were built. The standard penetration test and shallow plate loading test have been studied. The results of test show that the relationship between standard penetration number and depth of burial is exponential relationship. The characteristic value of bearing capacity of interbedded mudstone is linearly related to the logarithm of standard penetration number. The bearing characteristic of interbedded mudstone is vulnerable to the unloading, disturbance and water content. Model formula of the relationship between the characteristic value of bearing capacity and the logarithm of blow count was verified with high reliability.
机译:为了分析泥岩与软硬交替地层的轴承机制,泥岩层是选择,建立互冰的泥岩模型。研究了标准渗透试验和浅板装载测试。测试结果表明,标准渗透数与埋藏深度之间的关系是指数关系。互冰泥岩的承载力的特征值与标准穿透号的对数线性相关。冰泥骨干的轴承特性容易受到卸载,干扰和含水量的影响。轴承能力特征值与吹吹数对数之间的关系的配方,具有高可靠性。

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