In order to compile a calculation standard for the horizontal shear capacity of the low-rise assembled wall under a new horizontal connection form,the research team carried out different conditions on 51 walls,and the paper sheared 15 of them.The results show that the shear failure of grouted wall has brittle failure characteristics;the shear bearing capacity increases with the increase of axial compression ratio;the roughness of the upper surface of grounded beam and the lower surface of wall plate have an important influence on the shear bearing capacity of specimens.Finally,based on the test results,the relevant parameters of bearing capacity calculation in the existing literature are deduced.The formula will provide a theoretical basis for the calculation of the bearing capacity of walls with edge members.