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Keywords: analysis method
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Proceedings Papers
Topology Analysis Method For Water Flows In 2D Discrete Fracture Networks
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the 46th U.S. Rock Mechanics/Geomechanics Symposium, June 24–27, 2012
Paper Number: ARMA-2012-676
... and connected path. Identification of water flow pathways and tree cutting are considered in the developed method. An example is analyzed. It shows that the proposed topology analysis method (TAM) is effective in analyzing water flow in discrete fracture networks. The advantages of TAM include: 1) Boundaries...
Proceedings Papers
A New Forecast Method of Opening Displacement And Its Engineering Application
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the 43rd U.S. Rock Mechanics Symposium & 4th U.S. - Canada Rock Mechanics Symposium, June 28–July 1, 2009
Paper Number: ARMA-09-016
.... INTRODUCTION The rock material is a kind of special material. There are fractures in it. The conventional analysis methods, such as like elastic, elasto-plastic, elastic-brittle and viscoelastic method, are fit for ideal isotropic and continuous material rather than rock material[1,2]. So, the rock mass...
Proceedings Papers
A New Method For Three-dimensional Slope Stability Analysis-the Vector Sum Analysis Method
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the 43rd U.S. Rock Mechanics Symposium & 4th U.S. - Canada Rock Mechanics Symposium, June 28–July 1, 2009
Paper Number: ARMA-09-085
... Abstract Based on the fact that the force is a vector, a new method for slope stability analysis is proposed, called Vector Sum Analysis Method (VSAM). In this method, the stability analysis is done on the basis of the current stress state of slope and its whole potential sliding direction...
Proceedings Papers
A Three-Dimensional Method for Multiple Rock Block Stability Analysis and Its Application in Dam Abutment and Slope Stability Assessment
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the Alaska Rocks 2005, The 40th U.S. Symposium on Rock Mechanics (USRMS), June 25–29, 2005
Paper Number: ARMA-05-725
... ABSTRACT ABSTRACT: A three-dimensional (3D) analysis method of rock block stability, based on the sliding mechanism of arch dam abutment and rock slope failure with multiple rock wedges, is presented. The method of vector analysis was employed in the description of block geometry and force...
Proceedings Papers
Case-based Reasoning For Slope Stability Evaluation
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the DC Rocks 2001, The 38th U.S. Symposium on Rock Mechanics (USRMS), July 7–10, 2001
Paper Number: ARMA-01-1159
... methods and quantitative analysis methods(Huang & Ding 1999). The engineering analogy method is a representative of the qualitative analysis methods and has found extensive application in the engineering practice(Yang et al. 1997). The essence of the method is to apply the available experiences...
Proceedings Papers
A Theoretical Analysis Of The Range Of The Plastic Zone Around Openings Due To Storage Of L,N,G,
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the The 27th U.S. Symposium on Rock Mechanics (USRMS), June 23–25, 1986
Paper Number: ARMA-86-0782
... openings will expand with time. In this paper, the range of cracks which were obtained by the Crack Analysis Method and the range of the plastic zone which was obtained by the No Tension Analysis Method were investigated and compared. 1 INTRODUCTION When underground openings are excavated in a rock mass...
Proceedings Papers
Simplified Analysis For Ground-structurinet Eraction In Tunneling
Available to PurchasePublisher: American Rock Mechanics Association
Paper presented at the The 21st U.S. Symposium on Rock Mechanics (USRMS), May 27–30, 1980
Paper Number: ARMA-80-0787
... ABSTRACT A simple analysis method suitable for the preliminary design of tunnel supports is developed. The analysis is generally intended for cylindrical tunnels with closed-ring primary support systems excavated full-face in ground masses that can for practical purposes be treated as time...