Skip to main content
Erschienen in: Rock Mechanics and Rock Engineering 10/2020

01.07.2020 | Technical Note

A New Dynamic Direct Shear Testing Device on Rock Joints

verfasst von: Shengwen Qi, Bowen Zheng, Faquan Wu, Xiaolin Huang, Songfeng Guo, Zhifa Zhan, Yu Zou, Giovanni Barla

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 10/2020

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Excerpt

Discontinuities, i.e., joints, bedding planes, contacts and faults (ISRM 2007), are widely developed in rock masses. The assessment of the shear strength of these discontinuities is very important for evaluating the stability of rock structures, so lots of researches have been carried out on this aspect (i.e., Patton 1966; Barton 1973; Barton and Choubey 1977; Grasselli and Egger 2003; Guo and Qi 2015; Zheng and Qi 2016). In addition to static shear loads, also dynamic shear loads, e.g., seismic wave loads, which are rapid and cyclic loads, need to be considered (i.e., Li et al. 2011, 2014). …

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

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!

Anhänge
Nur mit Berechtigung zugänglich
Literatur
Zurück zum Zitat Barla G, Barla M, Martinotti ME (2010) Development of a new direct shear testing apparatus. Rock Mech Rock Eng 43(1):117–122CrossRef Barla G, Barla M, Martinotti ME (2010) Development of a new direct shear testing apparatus. Rock Mech Rock Eng 43(1):117–122CrossRef
Zurück zum Zitat Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef
Zurück zum Zitat Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1):1–54CrossRef Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1):1–54CrossRef
Zurück zum Zitat Cen DF, Huang D (2017) Direct shear tests of sandstone under constant normal tensile stress condition using a simple auxiliary device. Rock Mech Rock Eng 50:1425–1438CrossRef Cen DF, Huang D (2017) Direct shear tests of sandstone under constant normal tensile stress condition using a simple auxiliary device. Rock Mech Rock Eng 50:1425–1438CrossRef
Zurück zum Zitat Crawford AM, Curran JH (1981) The influence of shear velocity on the frictional resistance of rock discontinuities. Int J Rock Mech Min Sci Geomech Abstr Pergamon 18(6):505–515CrossRef Crawford AM, Curran JH (1981) The influence of shear velocity on the frictional resistance of rock discontinuities. Int J Rock Mech Min Sci Geomech Abstr Pergamon 18(6):505–515CrossRef
Zurück zum Zitat Dang WG, Konietzky H, Frühwirt T (2016) Direct shear behavior of a plane joint under dynamic normal load (DNL) conditions. Eng Geol 213:133–141CrossRef Dang WG, Konietzky H, Frühwirt T (2016) Direct shear behavior of a plane joint under dynamic normal load (DNL) conditions. Eng Geol 213:133–141CrossRef
Zurück zum Zitat Fathi A, Moradian Z, Rivard P et al (2016) Shear mechanism of rock joints under pre-peak cyclic loading condition. Int J Rock Mech Min Sci 83:197–210CrossRef Fathi A, Moradian Z, Rivard P et al (2016) Shear mechanism of rock joints under pre-peak cyclic loading condition. Int J Rock Mech Min Sci 83:197–210CrossRef
Zurück zum Zitat Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef
Zurück zum Zitat Guo SF, Qi SW (2015) Numerical study on progressive failure of hard rock samples with an unfilled undulate joint. Eng Geol 193:173–182CrossRef Guo SF, Qi SW (2015) Numerical study on progressive failure of hard rock samples with an unfilled undulate joint. Eng Geol 193:173–182CrossRef
Zurück zum Zitat Hans J, Boulon M (2003) A new device for investigating the hydro-mechanical properties of rock joints. Int J Numer Anal Methods Geomech 27(6):513–548CrossRef Hans J, Boulon M (2003) A new device for investigating the hydro-mechanical properties of rock joints. Int J Numer Anal Methods Geomech 27(6):513–548CrossRef
Zurück zum Zitat Hu YX, Liu SC, Dong W (1996) Earthquake engineering. CRC Press, LondonCrossRef Hu YX, Liu SC, Dong W (1996) Earthquake engineering. CRC Press, LondonCrossRef
Zurück zum Zitat Huang D, Zhu TT (2018) Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress. Eng Fract Mech 200:387–400CrossRef Huang D, Zhu TT (2018) Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress. Eng Fract Mech 200:387–400CrossRef
Zurück zum Zitat Huang D, Zhu TT (2019) Experimental study on the shear mechanical behavior of sandstone under normal tensile stress using a new double-shear testing device. Rock Mech Rock Eng 52(9):3467–3474CrossRef Huang D, Zhu TT (2019) Experimental study on the shear mechanical behavior of sandstone under normal tensile stress using a new double-shear testing device. Rock Mech Rock Eng 52(9):3467–3474CrossRef
Zurück zum Zitat Indraratna B, Haque A, Aziz N (1998) Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditions. Geotech Geol Eng 16(1):17–44CrossRef Indraratna B, Haque A, Aziz N (1998) Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditions. Geotech Geol Eng 16(1):17–44CrossRef
Zurück zum Zitat ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods, international society for rock mechanics, compilation arranged by the ISRM Turkish national group. Kozan Ofset, Ankara ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods, international society for rock mechanics, compilation arranged by the ISRM Turkish national group. Kozan Ofset, Ankara
Zurück zum Zitat Jiang Y, Xiao J, Tanabashi Y et al (2004) Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition. Int J Rock Mech Min Sci 41(2):275–286CrossRef Jiang Y, Xiao J, Tanabashi Y et al (2004) Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition. Int J Rock Mech Min Sci 41(2):275–286CrossRef
Zurück zum Zitat Kleepmek M, Khamrat S, Thongprapha T et al (2016) Displacement velocity effects on rock fracture shear strengths. J Struct Geol 90:48–60CrossRef Kleepmek M, Khamrat S, Thongprapha T et al (2016) Displacement velocity effects on rock fracture shear strengths. J Struct Geol 90:48–60CrossRef
Zurück zum Zitat Konietzky H, Frühwirt T, Luge H (2012) A new large dynamic rockmechanical direct shear box device. Rock Mech Rock Eng 45(3):427–432CrossRef Konietzky H, Frühwirt T, Luge H (2012) A new large dynamic rockmechanical direct shear box device. Rock Mech Rock Eng 45(3):427–432CrossRef
Zurück zum Zitat Li HB, Feng HP, Liu B et al (2006) Experimental studies on mechanical properties of rock joints under dynamic loading. Key Eng Mater 326–328:1709–1712CrossRef Li HB, Feng HP, Liu B et al (2006) Experimental studies on mechanical properties of rock joints under dynamic loading. Key Eng Mater 326–328:1709–1712CrossRef
Zurück zum Zitat Li JC, Ma GW, Zhao J (2011) Analysis of stochastic seismic wave interaction with a slippery rock fault. Rock Mech Rock Eng 44(1):85–92CrossRef Li JC, Ma GW, Zhao J (2011) Analysis of stochastic seismic wave interaction with a slippery rock fault. Rock Mech Rock Eng 44(1):85–92CrossRef
Zurück zum Zitat Li JC, Li HB, Jiao YY, Liu YQ, Xia X, Yu C (2014) Analysis for oblique wave propagation across filled joints based on thin-layer interface model. J Appl Geophys 102:39–46CrossRef Li JC, Li HB, Jiao YY, Liu YQ, Xia X, Yu C (2014) Analysis for oblique wave propagation across filled joints based on thin-layer interface model. J Appl Geophys 102:39–46CrossRef
Zurück zum Zitat Mehrishal S, Sharifzadeh M, Shahriar K et al (2016) An experimental study on normal stress and shear rate dependency of basic friction coefficient in dry and wet limestone joints. Rock Mech Rock Eng 49(12):4607–4629CrossRef Mehrishal S, Sharifzadeh M, Shahriar K et al (2016) An experimental study on normal stress and shear rate dependency of basic friction coefficient in dry and wet limestone joints. Rock Mech Rock Eng 49(12):4607–4629CrossRef
Zurück zum Zitat Patton FD (1966) Multiple modes of shear failure in rock. In; Proceedings of the 1st Congress of International Society for Rock Mechanics, Lisbon, Portugal, 25 September–1 October. pp. 509–513 Patton FD (1966) Multiple modes of shear failure in rock. In; Proceedings of the 1st Congress of International Society for Rock Mechanics, Lisbon, Portugal, 25 September–1 October. pp. 509–513
Zurück zum Zitat Qi SW, Xu Q, Lan HX et al (2010) Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan earthquake. China Eng Geol 116:95–108CrossRef Qi SW, Xu Q, Lan HX et al (2010) Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan earthquake. China Eng Geol 116:95–108CrossRef
Zurück zum Zitat Qi SW, Xu Q, Zhang B et al (2011) Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China. J Asian Earth Sci 40:896–906CrossRef Qi SW, Xu Q, Zhang B et al (2011) Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China. J Asian Earth Sci 40:896–906CrossRef
Zurück zum Zitat Qi SW, Lan HX, Dong JY (2015) An analytical solution to slip buckling slope failure triggered by earthquake. Eng Geol 194:4–11CrossRef Qi SW, Lan HX, Dong JY (2015) An analytical solution to slip buckling slope failure triggered by earthquake. Eng Geol 194:4–11CrossRef
Zurück zum Zitat Schneider HJ (1977) The time dependence of friction of rock joints. Bull Int Assoc Eng Geol 16:235–239CrossRef Schneider HJ (1977) The time dependence of friction of rock joints. Bull Int Assoc Eng Geol 16:235–239CrossRef
Zurück zum Zitat Zheng BW, Qi SW (2016) A new index to describe joint roughness coefficient (JRC) under cyclic shear. Eng Geol 212:72–85CrossRef Zheng BW, Qi SW (2016) A new index to describe joint roughness coefficient (JRC) under cyclic shear. Eng Geol 212:72–85CrossRef
Zurück zum Zitat Zhu TT, Huang D (2019) Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress. Int J Rock Mech Min Sci 114:186–194CrossRef Zhu TT, Huang D (2019) Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress. Int J Rock Mech Min Sci 114:186–194CrossRef
Metadaten
Titel
A New Dynamic Direct Shear Testing Device on Rock Joints
verfasst von
Shengwen Qi
Bowen Zheng
Faquan Wu
Xiaolin Huang
Songfeng Guo
Zhifa Zhan
Yu Zou
Giovanni Barla
Publikationsdatum
01.07.2020
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 10/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-020-02175-3

Weitere Artikel der Ausgabe 10/2020

Rock Mechanics and Rock Engineering 10/2020 Zur Ausgabe