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Influence of coefficient of uniformity and base sand gradation on static liquefaction of loose sands with silt

机译:均匀度系数和基砂级配对粉质疏松砂土静态液化的影响

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When occurred on site static or flow type liquefaction could result in catastrophic consequences due to its sudden occurrence with large strains. Presented here is an experimental study based on monotonic undrained triaxial compression tests conducted on three clean sands and their mixtures with three different non-plastic silts at three different fines contents ( <= 25%). The results demonstrate that base sand gradation has significant influence on the static liquefaction potential of clean and silty sands. It was observed that clean sands become more liquefiable as their mean grain size got smaller and/or they became more uniform. However, it was found that the order of liquefaction resistance of the same base sands were reversed when they were mixed with silt (i.e. resulting silty sands become more liquefiable as the mean grain size of base sand got larger and/or base sand became relatively well graded). Possible reason for such a reversed behavior was hypothesized and then experimentally justified with extra tests. It was also found that the influence of base sand gradation on static liquefaction of loose specimens was most significant at low fines content (e.g. 5%) and almost erased at relatively high fines contents (e.g. 25%). In the last part of the study, the relationship between the normalized peak deviator stress (q(peak)/ sigma'(3c)) and coefficient of uniformity (CU) is discussed. It was shown that unlike clean sands, for which liquefaction potential decreases with increasing CU, the liquefaction potential of sand-silt mixtures reconstituted in the laboratory increases with increasing coefficient of uniformity (i.e. technically as they became more well graded). Two equations were proposed to represent the discussed relationship between q(peak)/sigma'(3c) and CU; one for stable and temporarily liquefied specimens, the other for liquefied specimens. Finally, the applicability of these equations to other types of silty sands in literature was shown. (C) 2016 Elsevier Ltd. All rights reserved.
机译:当现场发生静态或流动型液化时,由于突然发生大应变,可能会导致灾难性后果。本文介绍了一项基于单调不排水三轴压缩试验的实验研究,该试验在三种不同的细砂含量(<= 25%)下对三种清洁的砂及其与三种不同的非塑料粉砂的混合物进行。结果表明,基础砂的分级对清洁粉质砂的静态液化潜力有很大影响。观察到,随着平均粒度变小和/或变得更均匀,干净的沙子变得更易液化。但是,发现相同的基础砂与粉砂混合时,其抗液化性的顺序相反(即,随着基础砂的平均粒径变大和/或基础砂变得相对好,所得的粉砂变得更易液化)分级)。假设了这种逆向行为的可能原因,然后通过额外的测试通过实验证明了这一点。还发现在细粉含量低(例如5%)时,基砂级配对松散试样的静态液化的影响最大,而在较高粉尘含量(例如25%)时几乎消失了。在研究的最后一部分,讨论了归一化的峰值偏向应力(q(peak)/ sigma'(3c))与均匀性系数(CU)之间的关系。结果表明,与清洁砂不同,液化电势随CU的增加而降低,而在实验室中重建的砂泥混合物的液化电势随均匀系数的增加而增加(即从技术上讲,它们变得更好地分级)。提出了两个方程来表示q(peak)/ sigma'(3c)与CU之间的讨论关系;一种用于稳定且暂时液化的样品,另一种用于液化的样品。最后,表明了这些方程对文献中其他类型粉砂的适用性。 (C)2016 Elsevier Ltd.保留所有权利。

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