الفهرس 
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Abstract
The objective of this research is development of statistically model for determination the resilient modulus and studying the influence of some variables to this relation such as stress level and water content.
Experimental work was done on unbound pavement material using shear box apparatus to determining the resilient modulus under two different compaction level, three different water content, and two different stress level.
Statistical analysis was done to develop statistical model for determining the resilient modulus as a function of CBR and studying the effect of other variables on this relation such as stress level and water content then the research ending with the conclusions and recommendations