ENGINEERING PROPERTIES OF SAND-FIBER MIXTURES FOR ROAD CONSTRUCTION. DISCUSSION AND CLOSURE
ENGINEERING PROPERTIES OF SAND-FIBER MIXTURES FOR ROAD CONSTRUCTION. DISCUSSION AND CLOSURE
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发表时间：
2002-06
影响因子：
3.9
通讯作者：
K. Sobhan
中科院分区：
文献类型：
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作者：
K. Sobhan
对R.L.桑托尼等人在本期刊（2001年3月，第127卷，第3期）发表的上述标题的论文进行了讨论。原论文介绍了一项涉及无侧限抗压试验的实验研究，用于评估：1）用于稳定粒状路面路基材料的各种纤维的相对性能，以及2）不同纤维和混合变量对纤维稳定砂性能的影响。讨论者赞扬作者试图基于无侧限抗压试验等简单的实验室试验分离和量化诸如纤维含量、类型、长度和旦尼尔等重要变量的影响，并对他们研究中使用的实验和分析方法提出了意见。讨论者要求作者作出澄清，作者在结语中进行了说明。
A discussion of a paper with the aforementioned title by R.L. Santoni et al., published in this journal (Volume 127, Number 3, March 2001), is provided. The original paper presented an experimental study involving unconfined compression tests for evaluating: 1) the relative performance of various fibers used to stabilize granular pavement subgrade materials, and 2) the effect of different fiber and mix variables on the performance of fiber-stabilized sand. The discusser commends the authors for their attempts to isolate and quantify the effects of important variables as fiber content, type, length, and denier on the basis of a simple lab test such as the unconfined compression test, and offers comments regarding the experimental and analysis methods used in their research. Clarifications are requested by the discusser from the authors, and these are provided in closure.