Triaxial tests were carried with different gradation unbound aggregate in different moisture content. Model of resilient module and influencing factor are found.
通过不同级配和含水量的三轴试验，得到了级配碎石的回弹模量模型。
Triaxial tests were carried with different gradation unbound aggregate in different moisture content. Model of resilient module and influencing factor are found.
通过不同级配和含水量的三轴试验，得到了级配碎石的回弹模量模型。
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