The plastic limit loads of protecting cover of pressure detector are investigated based on the unified strength theory proposed by Yu Mao hong and the unified solution is obtained.

Determination of seismic bearing capacity of strip foundation based on the unified strength theory;

Unified plastic limit analyses of simply supported circular plates under special load base on unified strength theory;

Analysis of influence of discontinuous plane on strength of rock mass based on unified strength theory;

Uniqueness in calculating strength of plastic metals based on twin-shear unified strength theory;

Based on twin-shear unified strength theory,the simplified calculation formula of twin-shear unified solution of space active earth pressure was derived when the earth pressure acted on retaining wall was taken as the spatial problem.

According to the bearing capacity of concrete-filled steel tubular axial compression short columns,based on the twin-shear unified strength theory,the calculation formula of bearing capacity of concrete-filled steel tubular members subjected to axial compressive short columns was derived.

Experimental and theoretical investigation of load capacities of concrete filled steel tube based on the twin shear unified strength theory(TSUST);

Bearing capacity of FRP-confined concrete based on twin shear unified strength theory

Based on the twin shear unified strength theory, when the SD effect (Strength Differential effect)of materials is considered, the elastic plastic analysis of thin rings is proceed and the unified ultimate load solution is deduced.