A study of the polishing characteristics of limestone and sandstone aggregates in regard to pavement slipperiness

W. Stutzenberger, J. H. Havens
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引用次数: 11

Abstract

THE COEFFICIENT OF FRICTION ON DRY HIGHWAY SURFACES REGARDLESS OF STONE COMPOSITION AND TEXTURE HAS IN MOST CASES BEEN AT LEAST 0.4 OR ABOVE. HOWEVER, SOME OF THESE SAME SURFACES WHEN LUBRICATED BY A SMALL AMOUNT OF WATER HAVE GIVEN TEST RESULTS DANGEROUSLY LOWER. SOME INTERESTING THEORETICAL ASPECTS OF THIS SITUATION ARE PRESENTED HERE ALONG WITH RESULTS FROM A LABORATORY STUDY OF THE FUNDAMENTAL FACTORS AFFECTING TRACTIVE FRICTION. A MACHINE IS DESCRIBED FOR MEASURING THE COEFFICIENT OF FRICTION BETWEEN THE PLANE SURFACES OF 4 IN. DIAMETER STONE SPECIMENS AND A RUBBER ANNULUS OF SLIGHTLY SMALLER DIAMETER. MEASUREMENTS WERE MADE BOTH WET AND DRY ON FINELY POLISHED SURFACES AND ON SURFACES GROUND WITH 80 AND 150 GRIT CARBORUNDUM. TESTS WERE CONDUCTED UNDER VARYING LOADS AND SPEEDS. A 60 DEGREE REFLECTOMETER WAS USED TO EVALUATE TEXTURE AND ROUGHNESS OF THE PLANE SURFACES. REFLECTIVITY (GLOSS) VALUES CORRELATED SIGNIFICANTLY WITH WET FRICTION VALUES IN THE HIGHLY POLISHED RANGES. TESTS WERE CONDUCTED ON REPRESENTATIVE SAMPLES OF FOUR LIMESTONES AND TWO SANDSTONES. COEFFICIENT OF FRICTION VALUES OF 0.01 AND ABOVE WERE MEASURED ON FINELY POLISHED WET LIMESTONE SURFACES. SANDSTONES SUBJECTED TO THE SAME POLISHING ACTION AVERAGED ABOUT 0.22 WHEN WET. IN ANOTHER SERIES OF TESTING, THE SPECIMENS WERE ABRADED WITH A COARSE CARBORUNDUM GRIT, AND THE WET FRICTION VALUES WERE CONSISTENTLY BETWEEN 0.6 AND 0.7 FOR BOTH LIMESTONES AND SANDSTONES. FOR FURTHER COMPARISON A PIECE OF PLATE GLASS WAS ABRADED WITH THIS SAME MATERIAL, AND IT TOO MEASURED WITHIN THE ABOVE LIMITS. DRY FRICTION VALUES REMAINED FAIRLY CONSTANT REGARDLESS OF TYPE OF STONE OR TEXTURE. TEST RESULTS REVEAL THE TENDENCY FOR FINE GRAINED PARTICLES BOUND IN A MATRIX OF SIMILAR HARDNESS TO POLISH MORE READILY AND TO A GREATER EXTENT THAN HARD PARTICLES SUCH AS QUARTZ BOUND IN A SOFT MATRIX. LIMESTONES, BEING TYPICAL OF THE FORMER CONDITION, POLISHED EASIER THAN SANDSTONES. /AUTHOR/
石灰石和砂岩集料抛光特性对路面滑性的影响研究
无论石材成分和纹理如何,干燥公路表面的摩擦系数在大多数情况下至少为0.4或以上。然而,当用少量水润滑时,其中一些表面的测试结果会低得危险。这里介绍了这种情况的一些有趣的理论方面,以及影响牵引力摩擦的基本因素的实验室研究结果。描述了一种测量4英寸平面间摩擦系数的机器。石样直径和橡胶环直径略小。测量在干湿两种情况下进行,分别在精细抛光的表面和用80和150粒金刚砂研磨的表面上进行。试验在不同的负荷和速度下进行。使用60度反射计来评估平面表面的纹理和粗糙度。反射率(光泽度)值与高度抛光范围内的湿摩擦值显著相关。对四种石灰石和两种砂岩的代表性样品进行了试验。在细磨湿石灰岩表面测量摩擦系数为0.01及以上。经过同样抛光作用的砂岩在湿态时平均约为0.22。在另一组试验中,用粗金刚砂磨擦试样,灰岩和砂岩的湿摩擦值均保持在0.6 ~ 0.7之间。为了进一步的比较,一块平板玻璃用同样的材料研磨,它也在上述限制范围内。无论石头的类型或质地如何,干摩擦值都保持相当恒定。测试结果显示,结合在硬度相似的基体中的细颗粒比结合在软基体中的硬颗粒(如石英)更容易抛光,并且抛光程度更高。石灰石是典型的前一种情况,比砂岩更容易打磨。/作者/
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