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Effect of Water Content on the Abrasivity of Granular Soils in Soft Ground Tunneling Applications

机译:含水量对软土地基隧道应用中粒状土壤磨蚀性的影响

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This paper presents an experimental study of tool wear and abrasivity of granular soils using a testing system specifically designed for the evaluation of wear in soft ground tunneling applications. In the testing system, a propeller which is fitted with steel covers with different hardness is rotated at 60 rpm in granular soil samples in a chamber under ambient pressures of up to 10 bar. The developed system can quantitatively assess the abrasive characteristics of soils through the measurement of weight loss on the special covers of the propeller, accounting for soil gradation, mineral composition, sphericity and roundness, water content, and tool hardness. Preliminary test results indicate that water content has significant impact on tool wear and soil abrasion. For the tests conducted, it is observed that tool wear first increases with water content until the water content reaches about 7-10%; beyond this range, higher water content reduces tool wear.
机译:本文使用专门用于评估软土地基隧道应用中的磨损的测试系统,对粒状土壤的工具磨损和磨蚀性进行了实验研究。在测试系统中,装有不同硬度钢盖的螺旋桨在室内压力高达10 bar的条件下,以60 rpm的转速旋转于室内的颗粒状土壤样品中。所开发的系统可以通过测量螺旋桨专用盖板上的失重来定量评估土壤的磨料特性,并考虑土壤的等级,矿物成分,球形度和圆度,含水量以及工具硬度。初步测试结果表明,含水量对工具磨损和土壤磨损具有重大影响。对于进行的测试,观察到工具磨损首先随着水含量增加而增加,直到水含量达到约7-10%为止。超出此范围,较高的水含量可减少工具磨损。

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