Skip to main content
Top
Published in: Geotechnical and Geological Engineering 4/2018

09-01-2018 | Technical note

Effects of Asperity Angle and Infill Thickness on Shear Characteristics Under Constant Normal Load Conditions

Authors: Wen Wan, Jie Liu, Jingshuo Liu

Published in: Geotechnical and Geological Engineering | Issue 4/2018

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Direct shear tests under constant normal loads were conducted to investigate the effects of the asperity angle and the infill thickness on shear characteristics. The results showed that the increase of the asperity angle frequently led to the degraded area, whereas the opposite occurred for the increase of the ratio of asperity height to infill thickness (t/a). In addition, tensile fracture of the asperity occurred for the high asperity angle and the low t/a ratio. On the contrary, shear abrasion prevailed with the small asperity angle and the high t/a ratio. The degradation transition may result from the variation of the effective contact area between two blocks and deserves further studies. It can be further concluded that the asperity angle and infill thickness significantly determine shear characteristics of the infilled joint. For joints with thick infill materials, the improvement of the mechanical properties of the infill will contribute to promoting the shear strength.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54CrossRef Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54CrossRef
go back to reference Bindlish A, Singh M, Samadhiya NK (2013) Modeling of ultimate bearing capacity of shallow foundations resting on jointed rock mass. Indian Geotech J 43(3):251–266CrossRef Bindlish A, Singh M, Samadhiya NK (2013) Modeling of ultimate bearing capacity of shallow foundations resting on jointed rock mass. Indian Geotech J 43(3):251–266CrossRef
go back to reference Cresswell AW, Barton ME (2003) Direct shear tests on an uncemented, and a very slightly cemented, locked sand. Q J Eng GeolHydrogeol 36(2):119–132CrossRef Cresswell AW, Barton ME (2003) Direct shear tests on an uncemented, and a very slightly cemented, locked sand. Q J Eng GeolHydrogeol 36(2):119–132CrossRef
go back to reference Hencher SR, Richards LR (2014) Assessing the shear strength of rock discontinuities at laboratory and field scales. Rock Mech Rock Eng 48(3):883–905CrossRef Hencher SR, Richards LR (2014) Assessing the shear strength of rock discontinuities at laboratory and field scales. Rock Mech Rock Eng 48(3):883–905CrossRef
go back to reference Huang TH, Chang CS, Chao CY (2002) Experimental and mathematical modeling for fracture of rock joint with regular asperities. Eng Fract Mech 69(17):1977–1996CrossRef Huang TH, Chang CS, Chao CY (2002) Experimental and mathematical modeling for fracture of rock joint with regular asperities. Eng Fract Mech 69(17):1977–1996CrossRef
go back to reference Indraratna B, Haque A, Aziz N (1999) Shear behaviour of idealised joints under constant normal stiffness. Geotechnique 49(3):331–355CrossRef Indraratna B, Haque A, Aziz N (1999) Shear behaviour of idealised joints under constant normal stiffness. Geotechnique 49(3):331–355CrossRef
go back to reference Indraratna B, Welideniya S, Brown ET (2005) A shear strength model for idealized infilled joints under constant normal stiffness. Geotechnique 55(3):215–226CrossRef Indraratna B, Welideniya S, Brown ET (2005) A shear strength model for idealized infilled joints under constant normal stiffness. Geotechnique 55(3):215–226CrossRef
go back to reference Indraratna B, Premadasa W, Brown ET, Gens A, Heitor A (2014) Shear strength of rock joints influenced by compacted infill. Int J Rock Mech Min Sci 70:296–307CrossRef Indraratna B, Premadasa W, Brown ET, Gens A, Heitor A (2014) Shear strength of rock joints influenced by compacted infill. Int J Rock Mech Min Sci 70:296–307CrossRef
go back to reference Jahanian H, Sadaghiani MH (2014) Experimental study on the shear strength of sandy clay infilled regular rough rock joints. Rock Mech Rock Eng 48(3):907–922CrossRef Jahanian H, Sadaghiani MH (2014) Experimental study on the shear strength of sandy clay infilled regular rough rock joints. Rock Mech Rock Eng 48(3):907–922CrossRef
go back to reference Mirzaghorbanali A, Nemcik J, Aziz N (2013a) Effects of shear rate on cyclic loading shear behaviour of rock joints under constant normal stiffness conditions. Rock Mech Rock Eng 47(5):1931–1938CrossRef Mirzaghorbanali A, Nemcik J, Aziz N (2013a) Effects of shear rate on cyclic loading shear behaviour of rock joints under constant normal stiffness conditions. Rock Mech Rock Eng 47(5):1931–1938CrossRef
go back to reference Mirzaghorbanali A, Nemcik J, Aziz N (2013b) Effects of cyclic loading on the shear behaviour of infilled rock joints under constant normal stiffness conditions. Rock Mech Rock Eng 47(4):1373–1391CrossRef Mirzaghorbanali A, Nemcik J, Aziz N (2013b) Effects of cyclic loading on the shear behaviour of infilled rock joints under constant normal stiffness conditions. Rock Mech Rock Eng 47(4):1373–1391CrossRef
go back to reference Papaliangas T, Hencher SR, Lumsden AC, Manolopoulou S (1993) Effect of frictional fill thickness on the shear strength of rock. Int J Rock Mech Min Sci Geomech Abstr 30(2):81–91CrossRef Papaliangas T, Hencher SR, Lumsden AC, Manolopoulou S (1993) Effect of frictional fill thickness on the shear strength of rock. Int J Rock Mech Min Sci Geomech Abstr 30(2):81–91CrossRef
go back to reference Park JW, Song JJ (2009) Numerical simulation of a direct shear test on a rock joint using a bonded-particle model. Int J Rock Mech Min Sci 46(8):1315–1328CrossRef Park JW, Song JJ (2009) Numerical simulation of a direct shear test on a rock joint using a bonded-particle model. Int J Rock Mech Min Sci 46(8):1315–1328CrossRef
go back to reference Park JW, Lee YK, Song JJ, Choi BH (2013) A constitutive model for shear behavior of rock joints based on three-dimensional quantification of joint roughness. Rock Mech Rock Eng 46:1513–1537CrossRef Park JW, Lee YK, Song JJ, Choi BH (2013) A constitutive model for shear behavior of rock joints based on three-dimensional quantification of joint roughness. Rock Mech Rock Eng 46:1513–1537CrossRef
go back to reference Seidel JP, Haberfield CM (1995) The application of energy principles to the determination of the sliding resistance of rockjoints. Rock Mech Rock Eng 28(4):211–226CrossRef Seidel JP, Haberfield CM (1995) The application of energy principles to the determination of the sliding resistance of rockjoints. Rock Mech Rock Eng 28(4):211–226CrossRef
go back to reference Shrivastava AK, Rao KS (2015) Shear behaviour of rock joints under CNL and CNS boundary conditions. Geotech Geol Eng 33(5):1205–1220CrossRef Shrivastava AK, Rao KS (2015) Shear behaviour of rock joints under CNL and CNS boundary conditions. Geotech Geol Eng 33(5):1205–1220CrossRef
go back to reference Tang ZC, Wong LNY (2016) Influences of normal loading rate and shear velocity on the shear behavior of artificial rock joints. Rock Mech Rock Eng 49:2165–2172CrossRef Tang ZC, Wong LNY (2016) Influences of normal loading rate and shear velocity on the shear behavior of artificial rock joints. Rock Mech Rock Eng 49:2165–2172CrossRef
Metadata
Title
Effects of Asperity Angle and Infill Thickness on Shear Characteristics Under Constant Normal Load Conditions
Authors
Wen Wan
Jie Liu
Jingshuo Liu
Publication date
09-01-2018
Publisher
Springer International Publishing
Published in
Geotechnical and Geological Engineering / Issue 4/2018
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-018-0447-5

Other articles of this Issue 4/2018

Geotechnical and Geological Engineering 4/2018 Go to the issue