With the reliability analysis of landslides , we can get the following conclusions : landslides engineering is a very complex systemic engineering , which must be studied by the methods of reliability analysis ; monte - carlo simulating method is a unique numerical calculating method , which is comparatively suitable for reliability analysis of landslides ; the accuracy of the calculating results of reliability analysis is largely based on the rational selection on the calculating parameters ; the application of reliability analysis in rock and soil engineering is a gradual transitional process which makes it incessantly perfect
22.
The third chapter constructs a partial equilibrium model of ownership structure and agency conflict to make clear that the different agency conflicts and governance patterns are behaviors " rational selection based on cost - benefits comparison , hi this meaning , insider control belongs not to the normative category , but to the positive category
23.
The causation of main defects is analyzed from the view of design and improvements are suggested from the structural design , such as the test and determination of basic data of pavement design , rational selection of raw materials , adopting appropriate aggregate sizes , improving blend design method , rational selecting the thickness of asphalt layer and reinforcing the binding between the asphalt pavement layer and the base layer to further improve the operational function of the asphalt pavement and reduce the occurrence of traffic accidents
