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摘要:
This paper presents the results of research conducted to investigate the effect of compaction moisture content on Resil- ient Modulus (Mr) of unbound aggregates. Three different aggregates (GRB, Basalt and Bandia limestone) was collect- ed from different sites within Senegal and then subjected to repeated load triaxial tests. Test results showed that the ef- fect of compaction water content is more significant in the dry side than in the wet side. The compaction water content has less effect on the GRB and the Basalt than on the Bandia limestone. GRB and Basalt are cohesionless materials and allow water to drain even during the compaction procedure. Change in water content increases as the compaction water content increases because of the drainage of the excess water during the compaction and loading procedures. For GRB and Basalt, at Wopt + 1.5%, most of the excess water is drained during the compaction of the sample and continue to be drained during the Resilient Modulus test. For the Bandia limestone, this drainage is less significant due to cohesion, absorption and hydratation.
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篇名 Effect of Compaction Moisture Content on the Resilient Modulus of Unbound Aggregates from Senegal (West Africa)
来源期刊 地质材料(英文) 学科 医学
关键词 Resilient MODULUS Summary Resilient MODULUS QUARTZITE BASALT Bandia LIMESTONE
年,卷(期) dzclyw_2012,(1) 所属期刊栏目
研究方向 页码范围 19-23
页数 5页 分类号 R73
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Resilient
MODULUS
Summary
Resilient
MODULUS
QUARTZITE
BASALT
Bandia
LIMESTONE
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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
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104
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0
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