Experimental Study on the Sidewalk Plate of Resin Quartz Sand Based on the Mechanical Property Test

摘要

This paper uses the prototype loading test of resin and quartz sand footpath boardto research the various mechanical properties of it. Through the study and analysis of the experiment, which indicated that under design load and overload effect, theresin and quartz sand footpath board's top board and bottom board stress are small, the resin and quartz sand footpath board is sufficient to undertake the design load. The deflection can meet the requirements under the design load, but which exceeds the regulatory requirements under the overload. Resin and quartz sand footpath board's crack is in the control range when it under the design load and overload. Therefore, the various performance of the resin and quartz sand footpath board can be used for the bridge engineering, but the main controlling factor of which is mid-span deflection.