Response Analysis of Field-Scale Fully Grouted Standard Cable Bolts Using a Coupled ANN

Response Analysis of Field-Scale Fully Grouted Standard Cable Bolts Using a Coupled ANN–FDM Approach

Published:2009-06 Issue:6 Volume:135 Page:561-570
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Grayeli Roozbeh¹²,Hatami Kianoosh¹²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, 437 Davis Hall, Univ. of California, Berkeley, CA 94720 (corresponding author).

2. Assistant Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 West Boyd St., Room 334, Norman, Oklahoma 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000004

Reference31 articles.

1. Aydan O. Kyoya T. Ichikawa Y. and Kawamoto T. (1987). “Anchorage performance and reinforcement effects of fully grouted rockbolts on rock excavations.” Proc. 6th Int. Congress on Rock Mechanics Montreal Balkema Rotterdam The Netherlands 757–760.

2. Bawden W. F. Hyett A. J. Lausch P. Moosavi M. de Graaf P. and Ruest M. (1998). “The S.M.A.R.T cable bolt: Results from two initial field trials.” Rock mechanics in mining petroleum and civil works Proc. NARMS '98 3rd North American Rock Mechanics Symp. Cancun Mexico 2 245–255.

3. Bouteldja M. (2000). “Design of cable bolts using numerical modelling.” Ph.D. dissertation McGill Univ. Montreal.

4. Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its application

5. Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts

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