в"=3,3D(Etot'Etot")h120,1D+h1h220,1D+h2, ]]> where: E"в" - elasticity modulus of road pavement material, MPa; D - diameter of equivalent circle of a car wheel, m; <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>'</mo></msubsup></mrow> - total elasticity modulus at one point of road pavement, MPa; <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mrow><mo>'</mo><mo>'</mo></mrow></msubsup></mrow> - total elasticity modulus at another point of road pavement, MPa; h1 - thickness of layer of road pavement at measurement point <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>'</mo></msubsup><mo>,</mo></mrow> m; h2 - thickness of layer of road pavement at measurement point <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mrow><mo>'</mo><mo>'</mo></mrow></msubsup><mo>,</mo></mrow> m.;EFFECT: obtained strength results of a layer of road pavement allow solving issues of assessment of strength of road pavement, taking decisions on quality handling and repair, as well as possibilities of reconstruction of road pavement.;1 dwg"/> METHOD FOR DETERMINING STRENGTH OF LAYER OF ROAD PAVEMENT OF NON-STIFF TYPE ON AUTOMOBILE ROADS
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METHOD FOR DETERMINING STRENGTH OF LAYER OF ROAD PAVEMENT OF NON-STIFF TYPE ON AUTOMOBILE ROADS

机译:确定非刚性型道路路面层强度的方法

摘要

FIELD: construction.;SUBSTANCE: method for determining strength of a layer of road pavement of a non-stiff type on automobile roads provides for measurement of thickness of a layer of road pavement at two different points, determination of total elasticity moduli at these points, for examples by means of a deflection meter. Then, considering a known diameter of an equivalent circle of trace of a car wheel, strength of material of the road pavement layer is determined by the following formula: <mrow><msub><mi>E</mi><mrow><mo>"</mo><mi>в</mi><mo>"</mo></mrow></msub><mo>=</mo><mfrac><mrow><mn>3</mn><mo>,</mo><mn>3</mn><mi>D</mi><mo stretchy="false">(</mo><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>'</mo></msubsup><mo>−</mo><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>"</mo></msubsup><mo stretchy="false">)</mo></mrow><mrow><mfrac><mrow><msubsup><mi>h</mi><mn>1</mn><mn>2</mn></msubsup></mrow><mrow><mn>0</mn><mo>,</mo><mn>1</mn><mi>D</mi><mo>+</mo><msub><mi>h</mi><mn>1</mn></msub></mrow></mfrac><mo>−</mo><mfrac><mrow><msubsup><mi>h</mi><mn>2</mn><mn>2</mn></msubsup></mrow><mrow><mn>0</mn><mo>,</mo><mn>1</mn><mi>D</mi><mo>+</mo><msub><mi>h</mi><mn>2</mn></msub></mrow></mfrac></mrow></mfrac><mo>,</mo></mrow> where: E"в" - elasticity modulus of road pavement material, MPa; D - diameter of equivalent circle of a car wheel, m; <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>'</mo></msubsup></mrow> - total elasticity modulus at one point of road pavement, MPa; <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mrow><mo>'</mo><mo>'</mo></mrow></msubsup></mrow> - total elasticity modulus at another point of road pavement, MPa; h1 - thickness of layer of road pavement at measurement point <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mo>'</mo></msubsup><mo>,</mo></mrow> m; h2 - thickness of layer of road pavement at measurement point <mrow><msubsup><mi>E</mi><mrow><mi>t</mi><mi>o</mi><mi>t</mi></mrow><mrow><mo>'</mo><mo>'</mo></mrow></msubsup><mo>,</mo></mrow> m.;EFFECT: obtained strength results of a layer of road pavement allow solving issues of assessment of strength of road pavement, taking decisions on quality handling and repair, as well as possibilities of reconstruction of road pavement.;1 dwg
机译:技术领域:构造;实体:用于确定汽车道路上非刚性类型的路面的强度的方法提供了在两个不同点处的路面厚度的测量,在这些点处的总弹性模量的确定。 ,例如通过偏转计。然后,考虑车轮的等效轨迹的已知直径,通过以下公式确定道路路面层的材料强度: <![CDATA [ < mi> E в = 3 3 D E t o t ' E t o t h 1 2 0 1 D + h 1 h 2 2 0 1 D + h 2 ]]> <图像文件=“ 00000025.G IF“ he =” 21“ imgContent =” undefined“ imgFormat =” GIF“ wi =” 58“ /> 其中:E “•” -路面材料的弹性模量,MPa; D-车轮等效圆的直径,m; <![CDATA [ E t o t ' ]]> <图像文件=“ 00000026.GIF” he =“ 7” imgContent =“ undefined” imgFormat = “ GIF” wi =“ 7” /> -某路面的总弹性模量,MPa; <![CDATA [ E t o t ' ' ]]> <图像文件=“ 00000027 .GIF“ he =” 7“ imgContent =” undefined“ imgFormat =” GIF“ wi =” 7“ /> -在另一条路面上的总弹性模量,MPa; h 1 -测量点 <![CDATA [ E t o t ' ] ]> <图像文件=“ 00000028.GIF” he =“ 7” imgContent =“ undefined” imgFormat =“ GIF” wi =“ 8” /> m; h 2 -测量点 <![CDATA [ E t o t ' ' ]]> <图像文件=“ 00000029.GIF” he =“ 7” imgContent =“ undefined” imgFormat =“ GIF” wi =“ 8” /> m .;效果:获得的某层路面强度结果可以解决评估路面强度,确定质量处理和维修的决定以及重建路面的可能性的问题。1dwg

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