Skip Nav Destination
Close Modal
Update search
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
NARROW
Format
Subjects
Article Type
Date
Availability
1-7 of 7
Keywords: analysis method
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Proceedings Papers
Publisher: American Rock Mechanics Association
Paper presented at the 46th U.S. Rock Mechanics/Geomechanics Symposium, June 24–27, 2012
Paper Number: ARMA-2012-676
... complex reservoir node Upstream Oil & Gas intersection node hydraulic fracturing Engineering Artificial Intelligence water pressure analysis method flow rate end node graph equation boundary discrete fracture network fracture single fracture flow pathway water flow...
Proceedings Papers
Publisher: 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
Publisher: 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
Publisher: 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
Publisher: 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
Publisher: 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
Publisher: 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...