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1-20 of 20
Keywords: reinforcement
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Proceedings Papers
Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-626
... presents the guidelines for the determination of the effective joint width and construction detail. We suggest design methods regarding the evaluation of the shear strength of the eccentric beam-column joint with haunch beam and construction requirements. 1. Introduction In a reinforced concrete (RC...
Proceedings Papers
Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-081
... in the reinforcement for a three-dimensional slope with one row of piles. By varying pile length, pile spacing and pile location, the optimal arrangement of pile reinforcement for the slope is discussed considering both slope stability and pile mechanical behavior. Therefore, an economical as well as effective pile...
Proceedings Papers
Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-420
... Abstract The aim of the present study is to estimate the reinforcing effects of fiber reinforced plastic (FRP) grids embedded in polymer cement mortar (PCM) shotcrete (FRP-PCM method) on tunnel linings, under the seismic load. Direct shear test was conducted to investigate the mechanical...
Proceedings Papers
Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-378
... surface, filling between structure surfaces, penetration of the structure surface, and water content and sensitivity of the structure surface, the influence of only one factor on slope stability is limited. We analyzed the slope and design it optimally, the results showed after reinforcement of the second...
Proceedings Papers
Paper presented at the ISRM Regional Symposium - 11th Asian Rock Mechanics Symposium, October 21–25, 2021
Paper Number: ISRM-ARMS11-2021-589
... line fracture surface is used to study the non-reinforced soil and reinforced soil in this study, and the expression of the stability coefficient Ns of the non-reinforced soil slope is derived. In addition, the calculation equations of the safety factor F, the ultimate slope height H, and the ultimate...
Proceedings Papers
Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-203
...Monitoring and Reinforcement of Ground Subsidence in Abandoned Mine Areas in Korea Chung-In Leea*, Tae-Heok Kimb and Nan Zhanga a Seoul National University, Seoul, Korea bMine Reclamation Corporation, Wonju, Korea * [email protected] (corresponding author s E-mail) Abstract Ground subsidence...
Proceedings Papers
Paper presented at the ISRM International Symposium - 10th Asian Rock Mechanics Symposium, October 29–November 3, 2018
Paper Number: ISRM-ARMS10-2018-149
... of the beam. To assess the support mechanisms of thin spray-on liners when adhered to a rock surface, the plaster beams were coated with a 5 mm thick fibreglass reinforced polymer liner. These beams were tested to study the effect the polymer liner has on restricting tensile failure of the beam. Results...
Proceedings Papers
Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-136
... is that it has been thought that safety is secured even if it does not apply an overhead cost from the former. c) Usually, the thing for which advance of degradation is slow and has so far repeated repair and reinforcement in symptomatic treatment about a degradation portion. d) Since the concrete lining which...
Proceedings Papers
Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-178
... Abstract Rock masses are often heavily jointed and instability involving falling or sliding of rock block may arise upon excavation. As such, supports or reinforcements are required to stabilize the unstable rock blocks. Accurate prediction of mode of rock block failure and volume of unstable...
Proceedings Papers
Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-259
... anchors, and, except the slope stability anchor, are used to reinforce structures. Generally, a dam anchor is large, and plays a very important role as a structural system supporting the safety of the dam. In this paper, we classified these as structure reinforcement anchors, and clarified their roles...
Proceedings Papers
Paper presented at the ISRM International Symposium - 8th Asian Rock Mechanics Symposium, October 14–16, 2014
Paper Number: ISRM-ARMS8-2014-008
... Abstract Ground support design is usually based on previous experience and evolves over a number of years. As the rock mass conditions change with an increasing depth, the ground support performance may change and become unacceptable. That is, the installed reinforcement capacities may...
Proceedings Papers
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-091
...ISRM International Symposium 2010 and 6 th Asian Rock Mechanics Symposium - Advances in Rock Engineering, 23-27 October, 2010, New Delhi, India STEEL FIBRE REINFORCEMENT FOR TUNNELS UNDER SEVERE GEOLOGICAL CONDITIONS R. SUTER University of Applied Sciences, Fribourg, Switzerland B. DE RIVAZ Bekaert...
Proceedings Papers
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-092
... Upstream Oil & Gas strength diameter lining Engineering reinforcement deflection protection Reservoir Characterization specification civil engineering fibre application wire fibre construction materials synthetic fibre segmental lining tunnel underground structure dutta...
Proceedings Papers
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-146
... the behaviour of the weak and stratified parting under varying conditions of underground development of the contiguous seams/sections. The study also involved techniques and procedures for strengthening of weak and stratified parting between the contiguous coal seams/sections by reinforcement for a room...
Proceedings Papers
Stability Of Tunnels - Effect Of Ground Supports And Reinforcement: 3-D Discrete Element Simulations
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-082
... is the determination of stress levels associated with the yield of wall due to excavation. Hence proper steps should be taken to ensure the safety of the tunnel by providing suitable supports and reinforcement. Since the ground behaviour is not properly understood, it is necessary to estimate the appropriate support...
Proceedings Papers
Paper presented at the ISRM International Symposium - 6th Asian Rock Mechanics Symposium, October 23–27, 2010
Paper Number: ISRM-ARMS6-2010-090
... during a long service period is not so high due to the long-term durability and maintenance free of the underground. For a long time, underground structures such as tunnels and caverns have been considered as eternal structures which do not need large-scale repair and reinforcement all over their service...
Proceedings Papers
Paper presented at the ISRM International Symposium - 5th Asian Rock Mechanics Symposium, November 24–26, 2008
Paper Number: ISRM-ARMS5-2008-078
... China University of Geosciences(Wuhan) Wuhan 430074 China (e-mail: [email protected]) Abstract Landslide is one of the most outstanding disasters in the Three Gorges Reservoir Area in China and anti-slide pile is a common measure for landslide mass reinforcement. In spite of this, it doesn't mean...
Proceedings Papers
Paper presented at the ISRM International Symposium - 5th Asian Rock Mechanics Symposium, November 24–26, 2008
Paper Number: ISRM-ARMS5-2008-101
... to investigate the detailed size and geometry of the fault zone, the mechanical properties of fault rocks, and of the hydrogeological conditions. Considering the geological conditions, the design concept was focused on the reinforcement of the ground preceding to excavation of tunnel. The effectiveness...
Proceedings Papers
Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-129
... data mining manifestation composite body diameter metals & mining strength reinforcement sandstone lag displacement new theory steel bar roof fall rock mass toughness separation weighting equation subsidence rate anti-fatigue strength gauge Rock Mech ABSTRACT...
Proceedings Papers
Paper presented at the ISRM International Symposium - 2nd Asian Rock Mechanics Symposium, September 11–14, 2001
Paper Number: ISRM-ARMS2-2001-130
... reinforcement gallery scaling technological parameter injection method Upstream Oil & Gas transverse decommissioned gallery catastrophic water influx rock mass wieliczka pipeline hazard wieliezka slurry pipeline injection injection pipeline protection Saline Rock mass...