关于级配碎石基层沥青路面满足抗剪要求的探讨 |
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引用本文: | 谢永才,王磊,郑达人.关于级配碎石基层沥青路面满足抗剪要求的探讨[J].北方交通,2008(3):49-51. |
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作者姓名: | 谢永才 王磊 郑达人 |
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作者单位: | 1. 辽宁省交通厅公路管理局,沈阳,110005 2. 辽宁省高等级公路建设局,沈阳,110003 |
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摘 要: | 级配碎石作为沥青路面基层,容易发生剪切破坏.选取三种典型级配碎石路面结构,从理论上分析了级配碎石层受到的最大剪应力,并通过试验测定了级配碎石的抗剪强度,通过控制沥青面层厚度来保证级配碎石层不会发生剪切破坏.
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关 键 词: | 沥青路面 级配碎石 抗剪强度 面层厚度 |
文章编号: | 1673-6052(2008)03-0049-02 |
Approach to Asphalt Pavement of Crading Macadam Base Meets the Needs for Shear-Resistance |
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Authors: | XIE Yong-cai |
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Institution: | XIE Yong-cai and others |
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Abstract: | As base of asphalt pavement,the grading macadam is easy to yield the shear demolition.The paper takes three kinds of typical grading macadam pavements,and analyzes the maximum shear stress which is borne by a grading macadam base from theory,moreover determines the shear resistance of grading macadam by test,furthermore ensures the grading macadam base from shear demolition through controlling the thickness of asphalt surface. |
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Keywords: | Asphalt pavement Grading macadam Shear resistance Thickness of surface |
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