Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content

Md. Mizanur Rahman; S.R. Lo

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Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content

机译：讨论文件：物理参数对细粉含量低的砂土的静态不排水性的影响

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The authors have presented very interesting experimental work on static undrained resistance of sandy soil with low fines content. Such studies provide "back-bone" information for understanding certain form of cyclic liquefaction triggered by cyclic loading [1,17] say in earthquake situations. They systematically varied sand grading properties and fines content, f_c, to investigate the applicability of two alternative measures of "effective" void ratio: (ⅰ) e_c and (ⅱ) e_c,e_q. It is a pity that pore water pressure response during undrained shearing, which allowed a more in-depth interpretation of the test results, has not been presented.

机译：作者提出了非常有趣的实验工作，以研究细粉含量低的砂土的静态不排水性。这样的研究为理解地震条件下循环荷载触发的某些形式的循环液化[1,17]提供了“骨架”信息。他们系统地改变了砂的分级性质和细度f_c，以研究“有效”空隙率的两种替代测量方法的适用性：（ⅰ）e_c和（ⅱ）e_c，e_q。遗憾的是，没有提出不排水的剪切过程中的孔隙水压力响应，从而无法更深入地解释测试结果。

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《Soil Dynamics and Earthquake Engineering》 |2013年第9期|138-140|共3页
作者
Md. Mizanur Rahman; S.R. Lo;
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作者单位

School of Natural and Built Environments & Barbara Hardy Institute University of South Australia Mawson Lakes SA 5095 Australia;

University of New South Wales (UNSW Canberra) Canberra Australia;

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1. Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content [J] . Md. Mizanur Rahman, S.R. Lo Soil Dynamics and Earthquake Engineering . 2013,第Sepa期

机译：讨论文件：物理参数对细粉含量低的砂土的静态不排水性的影响
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Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content

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