Numerical method to determine mechanical parameters of engineering design in rock masses.
This paper proposes a new continuity model for engineering in rock masses and a new schematic method for reporting the engineering of rock continuity. This method can be used to evaluate the mechanics of every kind of medium; and is a new way to determine the mechanical parameters used in engineering design in rock masses. In the numerical simulation, the experimental parameters of intact rock were combined with the structural properties of field rock. The experimental results for orthogonally-jointed rock are given. The results included the curves of the stress-strain relationship of some rock masses, the curve of the relationship between the dimension Delta and the uniaxial pressure-resistant strength sc of these rock masses, and pictures of the destructive procedure of some rock masses in uniaxial or triaxial tests, etc. Application of the method to engineering design in rock masses showed the potential of its application to engineering practice.
Xue
Ting-He
TH
Traffic Engineering Institute, Zhejiang University, Hangzhou 310027, China. Xuetinghe@sohu.com
Xiang
Yi-Qiang
YQ
Guo
Fa-Zhong
FZ
D000465:Algorithms; D003198:Computer Simulation; D017076:Computer-Aided Design; D004548:Elasticity; D004738:Engineering / Q000379:methods*; D019015:Geologic Sediments / Q000032:analysis* / Q000737:chemistry; D005844:Geology / Q000379:methods; D008422:Materials Testing / Q000379:methods*; D019563:Mechanics; D008903:Minerals / Q000032:analysis* / Q000737:chemistry; D008956:Models, Chemical; D009716:Numerical Analysis, Computer-Assisted; D012987:Soil / Q000032:analysis*; D013314:Stress, Mechanical
D008903:Minerals; D012987:Soil