Study of the strength of the reactive powder concrete due to local compression
This paper dealt with the influential factors of the cracking strength and the ultimate strength of RPC materials due to the local compression. The cracking load and ultimate load of the RPC samples were obtained through the experiment, and the effect of the local compressive area and loading location on the performance of PRC specimen was discussed. Numerical simulation were conducted by using nonlinear finite element approach, and the simulated results were verified through the experimental result.
The paper introducess the implemented conditions which colling recycle of flexible base on Ying-DaLine.It over all xpounds the investigation of road condlitions of original pavement,indoor trial study,determination of trial lot plan as well as completion of trial lot etc.