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A FIELD TEST FOR THE SPECIFIC CUTTING RESISTANCE

机译:特定切削电阻的现场测试

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摘要

To predict the cutting resistance or dozing effect of running apparatus soil strength must be measured easily in-situ. As one of the tests the author proposed a field testing method to determine the specific cutting resistance, which has a closely linear relationship to the cutting resistance of sandy soil. The testing procedure is very simple, i.e. digging out the ground by rotating steel plate penetrated into the ground around a fixed point at the ground surface, its maximum digging moment is measured and dividing the moment by width of the plate and by the cube of penetrating depth of the plate, this value we defined the specific cutting resistance The experimentally obtained values of the specific cutting resistance were found to be independent of the depth if the sandy soil was uniform, and these had close relationship to relative density of sands. From this character we can use the parameter (specific cutting resistance) as an independent variable which represents the property of sandy aoil for dimensional analysis. As an example, cutting submerged sand, it has a distinctive feature i.e. cutting resistance increases distingishly with increasing cutting speed, is explained.
机译:为了预测运行设备的抗切割效应,必须易于地原位测量土壤强度。作为作者提出了一种确定特定切削电阻的现场测试方法,其与砂土的切削抗性密切联系。测试程序非常简单,即通过旋转钢板绕过地面旋转钢板挖掘地面,其最大挖掘力矩被测量并划分板的宽度和通过穿透立方体的宽度光纤的深度,这种值我们定义了特定的切削电阻,实验获得的特定切削抗性的值被发现与砂土均匀的深度无关,并且这些与砂的相对密度密切相关。从这个角色来看,我们可以使用参数(特定的切削电阻)作为独立变量,该变量代表尺寸分析的桑迪Aoil属性。作为一个例子,解释了切割浸泡的砂,其具有明显的特征,即,通过增加的切割速度来扩展速度越来越大。

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