limit stress
3.Bearing capacity and displacement are two main problems in the application of geotechnical engineering.Based on a series of pull-out tests using three kinds of paper and a sort of window screening as geogrid,twenty-seven in limit and several in working-stress geogrid-reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors (i.e.reinforcement,angle of reinforced slope,the designed-length of reinforcement and the distance between layers of reinforcement).The law of slope lateral (horizontal)displacement versus to the height of slope vary with external-load was derived from the model test data,and the main factor affecting the lateral and vertical displacement of geogrid-reinforced slope was obtained through analysis.
9.In this paper, the authors introduced the engineering geology, design and time limit of the project of piled mountain, put forward some prevention and cure measures to improve the groundsill stability, including clearing silt, mounting stress platform, accelerating drainage, controlling piled velocity, and so on.

