9
the Alpha Foundation for the Improvement of Mine Safety
and Health, Inc. The views, opinions, and recommenda-
tions expressed herein are solely those of the authors and do
not imply any endorsement by the Alpha Foundation and
its Directors and staff.
REFERENCES
[1] Aziz N, Craig P, Mirzaghorbanali A, Nemcik J (2016)
Factors Influencing the Quality of Encapsulation in
Rock Bolting. Rock Mech Rock Eng 49:3189–3203.
doi.org/10.1007/s00603-016-0973-5.
[2] Aziz N, Jalalifar H, Concalves J (2006) Bolt sur-
face configurations and load transfer mechanism.
In: 2006 Coal Operators’ Conference. University of
Wollongong, pp 236–245.
[3] Bartels J, Pappas D (1985) Comparative laboratory
evaluation of resin-grouted roof bolt elements.
[4] Bastami M, Shahriar K, Ghadimi M (2017)
Verification of the Analytical Model for FullyGrouted
Rock Bolts Based on Pull-out Test (Case Study: Tabas
Coal Mine). Procedia Eng 191:1068–1074. doi.org
/10.1016/j.proeng.2017.05.280.
[5] Blanco Martín L, Tijani M, Hadj-Hassen F (2011) A
new analytical solution to the mechanical behaviour
of fully grouted rock bolts subjected to pull-out tests.
Construction Building Materials 25:749–755. doi
.org/10.1016/j.conbuildmat.2010.07.011.
[6] Cai Y, Esaki T, Jiang Y (2004) A rock bolt and rock mass
interaction model. Int J Rock Mech Min Sci 41:1055–
1067. doi.org/10.1016/j.ijrmms.2004.04.005.
[7] Cao C, Nemcik J, Aziz N (2010) Advanced numeri-
cal modelling methods of rock bolt performance in
underground mines. In: 2010 Underground Coal
Operators’ Conference. University of Wollongong,
pp 326–329.
[8] Chen J, Liu P, Zhao H, et al (2021) Analytical study-
ing the axial performance of fully encapsulated rock
bolts. Eng Fail Anal 128:.
[9] Chen J, Saydam S, Hagan PC (2018) Numerical
simulation of the pull-out behavior of fully grouted
cable bolts. Construction Building Materials
191:1148–1158.
[10] Chen J, Zeng B, Liu L, et al (2022) Investigating the
anchorage performance of full-grouted anchor bolts
with a modified numerical simulation method. Eng
Fail Anal 141:1–14.
[11] Chugh YP, Sinha S, Tinsley J, Gurley H (2016) An
analysis of short encapsulation bolt pull test (SEPT)
data from the interior basin coal mines. In: 2nd
International Specialized Conference on Soft Rocks.
Cartagena, ON.
[12] Cincilla WA (1986) Determination of effective col-
umn lengths for resin-grouted roof bolts. In: 5th
International conference on ground control in min-
ing. Morgantown, WV USA, pp 6–14.
[13] Dolinar R and Tadolini S (1991) Entry stabilization
utilizing rib bolting procedures. U.S. Department of
the Interior, Bureau of Mines, Denver, CO, RI 9366.
[14] Hoek E, Wood DF (1988) Rock support. Min Mag
159:282–287.
[15] Kilic A, Yasar E, Celik AG (2002) Effect of grout prop-
erties on the pull-out load capacity of fully grouted
rock bolt. Tunn Undergr Sp Technol 17:355–362.
doi.org/10.1016/S0886-7798(02)00038-X.
[16] Ma S, Aziz N, Nemcik J, Mirzaghorbanali A (2017)
The effects of installation procedure on bond char-
acteristics of fully grouted rock bolts. Geotech Test J
40:1–13.
[17] Ma S, Nemcik J, Aziz N (2013) An analytical model
of fully grouted rock bolts subjected to tensile load.
Construction Building Materials 49:519–526.
[18] Mark C, Compton CS, Oyler DC, Dolinar. DR
(2000) Anchorage pull testing for fully grouted roof
bolts. In: Proceedings of the 21st International con-
ference on ground control in mining. Morgantown,
WV USA, pp 105–113.
[19] Mishra A (2015) Measure, understanding, and
improving the performance of fully grouted resin
bolts in underground coal mines. Southern Illinois.
[20] University Mohamed K, Sears M, Guner D, Nowak
S, Kirmaci A, Sherizadeh T (2023). Coal Pillar Rib
Stability: A Regression Model Based on Distinct
Element Method In: Proceedings of the 43rd
International Conference on Ground Control in
Mining. Morgantown, WV., Society of Mining,
Metallurgy &Exploration.
[21] Mohamed K, Rashed G, and Radakovic-Guzina, Z
(2019). Loading Characteristics of Mechanical Rib
Bolts Determined through Testing and Numerical
Modeling. In: Proceedings of the 38th International
Conference on Ground Control in Mining.
Morgantown, WV, Society of Mining, Metallurgy &
Exploration.
[22] Moosavi M, Khosravi A, Jafari A (2001) A labora-
tory study of bond failure mechanism in deformed
rock bolts using a modified Hoek cell. In: ISRM
International Symposium-2nd Asian.
[23] Rock Mechanics Symposium. Beijing, China,
pp239–242 23. Peng SS (2022) Developments in
the Alpha Foundation for the Improvement of Mine Safety
and Health, Inc. The views, opinions, and recommenda-
tions expressed herein are solely those of the authors and do
not imply any endorsement by the Alpha Foundation and
its Directors and staff.
REFERENCES
[1] Aziz N, Craig P, Mirzaghorbanali A, Nemcik J (2016)
Factors Influencing the Quality of Encapsulation in
Rock Bolting. Rock Mech Rock Eng 49:3189–3203.
doi.org/10.1007/s00603-016-0973-5.
[2] Aziz N, Jalalifar H, Concalves J (2006) Bolt sur-
face configurations and load transfer mechanism.
In: 2006 Coal Operators’ Conference. University of
Wollongong, pp 236–245.
[3] Bartels J, Pappas D (1985) Comparative laboratory
evaluation of resin-grouted roof bolt elements.
[4] Bastami M, Shahriar K, Ghadimi M (2017)
Verification of the Analytical Model for FullyGrouted
Rock Bolts Based on Pull-out Test (Case Study: Tabas
Coal Mine). Procedia Eng 191:1068–1074. doi.org
/10.1016/j.proeng.2017.05.280.
[5] Blanco Martín L, Tijani M, Hadj-Hassen F (2011) A
new analytical solution to the mechanical behaviour
of fully grouted rock bolts subjected to pull-out tests.
Construction Building Materials 25:749–755. doi
.org/10.1016/j.conbuildmat.2010.07.011.
[6] Cai Y, Esaki T, Jiang Y (2004) A rock bolt and rock mass
interaction model. Int J Rock Mech Min Sci 41:1055–
1067. doi.org/10.1016/j.ijrmms.2004.04.005.
[7] Cao C, Nemcik J, Aziz N (2010) Advanced numeri-
cal modelling methods of rock bolt performance in
underground mines. In: 2010 Underground Coal
Operators’ Conference. University of Wollongong,
pp 326–329.
[8] Chen J, Liu P, Zhao H, et al (2021) Analytical study-
ing the axial performance of fully encapsulated rock
bolts. Eng Fail Anal 128:.
[9] Chen J, Saydam S, Hagan PC (2018) Numerical
simulation of the pull-out behavior of fully grouted
cable bolts. Construction Building Materials
191:1148–1158.
[10] Chen J, Zeng B, Liu L, et al (2022) Investigating the
anchorage performance of full-grouted anchor bolts
with a modified numerical simulation method. Eng
Fail Anal 141:1–14.
[11] Chugh YP, Sinha S, Tinsley J, Gurley H (2016) An
analysis of short encapsulation bolt pull test (SEPT)
data from the interior basin coal mines. In: 2nd
International Specialized Conference on Soft Rocks.
Cartagena, ON.
[12] Cincilla WA (1986) Determination of effective col-
umn lengths for resin-grouted roof bolts. In: 5th
International conference on ground control in min-
ing. Morgantown, WV USA, pp 6–14.
[13] Dolinar R and Tadolini S (1991) Entry stabilization
utilizing rib bolting procedures. U.S. Department of
the Interior, Bureau of Mines, Denver, CO, RI 9366.
[14] Hoek E, Wood DF (1988) Rock support. Min Mag
159:282–287.
[15] Kilic A, Yasar E, Celik AG (2002) Effect of grout prop-
erties on the pull-out load capacity of fully grouted
rock bolt. Tunn Undergr Sp Technol 17:355–362.
doi.org/10.1016/S0886-7798(02)00038-X.
[16] Ma S, Aziz N, Nemcik J, Mirzaghorbanali A (2017)
The effects of installation procedure on bond char-
acteristics of fully grouted rock bolts. Geotech Test J
40:1–13.
[17] Ma S, Nemcik J, Aziz N (2013) An analytical model
of fully grouted rock bolts subjected to tensile load.
Construction Building Materials 49:519–526.
[18] Mark C, Compton CS, Oyler DC, Dolinar. DR
(2000) Anchorage pull testing for fully grouted roof
bolts. In: Proceedings of the 21st International con-
ference on ground control in mining. Morgantown,
WV USA, pp 105–113.
[19] Mishra A (2015) Measure, understanding, and
improving the performance of fully grouted resin
bolts in underground coal mines. Southern Illinois.
[20] University Mohamed K, Sears M, Guner D, Nowak
S, Kirmaci A, Sherizadeh T (2023). Coal Pillar Rib
Stability: A Regression Model Based on Distinct
Element Method In: Proceedings of the 43rd
International Conference on Ground Control in
Mining. Morgantown, WV., Society of Mining,
Metallurgy &Exploration.
[21] Mohamed K, Rashed G, and Radakovic-Guzina, Z
(2019). Loading Characteristics of Mechanical Rib
Bolts Determined through Testing and Numerical
Modeling. In: Proceedings of the 38th International
Conference on Ground Control in Mining.
Morgantown, WV, Society of Mining, Metallurgy &
Exploration.
[22] Moosavi M, Khosravi A, Jafari A (2001) A labora-
tory study of bond failure mechanism in deformed
rock bolts using a modified Hoek cell. In: ISRM
International Symposium-2nd Asian.
[23] Rock Mechanics Symposium. Beijing, China,
pp239–242 23. Peng SS (2022) Developments in