To study the creep properties of the sliding zone soils, the triaxial creep tests under different confining pressures and stress levels were performed. The confining pressures ranged from 100 kPa to 400 kPa, and the stress levels ranged from 0.30 to 0.75 for each confining pressure. Results
In order to optimize the stakeholder relationships of national major cluster projects and to improve cluster project network management, this study uses complex network theory to construct an undirected weighted network for projects of the National Quality Engineering Award, retrieves weighted
