Zhiheng Deng

TL;DR: In this article, the water permeability of pervious concrete has been investigated using different water heads on the testing samples and the results indicate that the apparent permeability decreases with the applied water head.

TL;DR: In this paper, the effect of carbon fibers (CFs) on the mechanical properties and microstructure of carbon fiber reinforced coral concrete (CFRCC) were experimentally investigated, and the experimental results showed that the addition of CFs can improve the compressive strength and splitting tensile strength.

TL;DR: In this article, the flexural behavior of carbon fibers reinforced coral concrete has been investigated by the four-point loading test and the results show that the damage process can be divided into three phases: Microcrack initiation phase, macrocrack evolution phase, and main crack propagation phase.

TL;DR: In this article, the authors studied the shear behavior of three types of recycled aggregate concrete with different replacement levels of recycled coarse aggregate and established the strength conversion equations, one-parameter polynomial non-dimensional shear stress-strain equations, and shear modulus calculation formulas of three different types of recycling aggregate concrete.

TL;DR: In this article, a servo-controlled static-dynamic triaxial machine (TAWZ-5000/3000) was used to better understand the behaviors of recycled aggregate concrete under triaxially compressive stresses.