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摘要:
The resilient modulus (Mr) is an important parameter which describes the mechanical behavior of unbound granular materials. However, this parameter can be determined from physical properties. This paper presents the relationship between resilient modulus and physical properties of Quartzite from Bakel (GB), Basalt from Diack and Bargny and Bandia limestones. Simple and multiple regression method by stepwise are used to establish linear and nonlinear relations to predict the resilient modulus. The results showed no significant correlation for Basalt, a weak estimation of the modulus for GB and good prediction of resilient modulus for limestone. These results also showed that the model of Uzan is more suitable to predict the resilient modulus than NCHRP model and the resilient modulus is better predicted in nonlinear relationship.
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篇名 Estimation of Resilient Modulus of Unbound Granular Materials from Senegal (West Africa)
来源期刊 地质材料(英文) 学科 医学
关键词 Resilient MODULUS Mechanical Behavior CORRELATION PHYSICAL Properties Unbound GRANULAR Materials
年,卷(期) 2013,(4) 所属期刊栏目
研究方向 页码范围 172-178
页数 7页 分类号 R73
字数 语种
DOI
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节点文献
Resilient
MODULUS
Mechanical
Behavior
CORRELATION
PHYSICAL
Properties
Unbound
GRANULAR
Materials
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
地质材料(英文)
季刊
2161-7538
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
104
总下载数(次)
0
总被引数(次)
0
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