Skip to main content
Erschienen in: Geotechnical and Geological Engineering 6/2012

01.12.2012 | Comments/Discussions and Replies

Reply to the Discussion on “Re-examination of Undrained Strength at Atterberg Limits Water Contents”

verfasst von: H. B. Nagaraj, A. Sridharan, H. M. Mallikarjuna

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2012

Einloggen

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

search-config
loading …

Excerpt

Discussor 1: Binu Sharma …

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!

Literatur
Zurück zum Zitat Barnes GE (2009) An apparatus for the plastic limit and workability of soils. Geotech Eng 162(3):175–185CrossRef Barnes GE (2009) An apparatus for the plastic limit and workability of soils. Geotech Eng 162(3):175–185CrossRef
Zurück zum Zitat Lee LT, Freeman RB (2009) Dual-weight fall cone method for simultaneous liquid limit determination. J Geotech Geoenviron Eng 135(1):158–161CrossRef Lee LT, Freeman RB (2009) Dual-weight fall cone method for simultaneous liquid limit determination. J Geotech Geoenviron Eng 135(1):158–161CrossRef
Zurück zum Zitat Locat J, Demers D (1988) Viscosity, yield stress, remolded strength, and liquidity index relationships for sensitive clays. Can Geotech J 25(4):799–806CrossRef Locat J, Demers D (1988) Viscosity, yield stress, remolded strength, and liquidity index relationships for sensitive clays. Can Geotech J 25(4):799–806CrossRef
Zurück zum Zitat Nagaraj HB, Sridharan A (2010) An improved ko-stress method of determining liquid limit of soils. Int J Geotech Eng 4(4): 549–555 Nagaraj HB, Sridharan A (2010) An improved ko-stress method of determining liquid limit of soils. Int J Geotech Eng 4(4): 549–555
Zurück zum Zitat Prakash K, Sridharan A (2002) Determination of liquid limit from equilibrium sediment volume. Géotechnique 52(9):693–696CrossRef Prakash K, Sridharan A (2002) Determination of liquid limit from equilibrium sediment volume. Géotechnique 52(9):693–696CrossRef
Zurück zum Zitat Prakash K, Sridharan A (2006) Critical appraisal of the cone penetration method of determining soil plasticity. Can Geotech J 43(8):884–888CrossRef Prakash K, Sridharan A (2006) Critical appraisal of the cone penetration method of determining soil plasticity. Can Geotech J 43(8):884–888CrossRef
Zurück zum Zitat Prakash K, Sridharan A, Prasanna HS (2009) A note on the determination of plastic limit of fine-grained soils. Geotech Test J. doi:10.1520/GTJ101960 Prakash K, Sridharan A, Prasanna HS (2009) A note on the determination of plastic limit of fine-grained soils. Geotech Test J. doi:10.​1520/​GTJ101960
Zurück zum Zitat Sridharan A, Nagaraj HB (1999) Absorption water content and liquid limit of soils. Geotech Test J 22(2):127–133CrossRef Sridharan A, Nagaraj HB (1999) Absorption water content and liquid limit of soils. Geotech Test J 22(2):127–133CrossRef
Zurück zum Zitat Sridharan A, Nagaraj HB, Prasad PS (2000) Liquid limit of soils from equilibrium water content in one-dimensional normal compression. Geotech Eng, London 143: 165–169 Sridharan A, Nagaraj HB, Prasad PS (2000) Liquid limit of soils from equilibrium water content in one-dimensional normal compression. Geotech Eng, London 143: 165–169
Zurück zum Zitat Sridharan A, Prakash K (1999) Mechanisms controlling the undrained shear strength behaviour of clays. Can Geotech J 36(6):1030–1038 Sridharan A, Prakash K (1999) Mechanisms controlling the undrained shear strength behaviour of clays. Can Geotech J 36(6):1030–1038
Zurück zum Zitat Sridharan A, Prakash K (2000) Percussion and cone methods of determining the liquid limit of soil: controlling mechanisms. Geotech Test J 23(2):236–244 Sridharan A, Prakash K (2000) Percussion and cone methods of determining the liquid limit of soil: controlling mechanisms. Geotech Test J 23(2):236–244
Zurück zum Zitat Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J 9(3):156–159CrossRef Sridharan A, Rao SM, Murthy NS (1986) Liquid limit of montmorillonite soils. Geotech Test J 9(3):156–159CrossRef
Zurück zum Zitat Sridharan A, Rao SM, Murthy NS (1988) Liquid limit of kaolinitic soils. Géotechnique 38(2):191–198CrossRef Sridharan A, Rao SM, Murthy NS (1988) Liquid limit of kaolinitic soils. Géotechnique 38(2):191–198CrossRef
Metadaten
Titel
Reply to the Discussion on “Re-examination of Undrained Strength at Atterberg Limits Water Contents”
verfasst von
H. B. Nagaraj
A. Sridharan
H. M. Mallikarjuna
Publikationsdatum
01.12.2012
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 6/2012
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-012-9560-z

Weitere Artikel der Ausgabe 6/2012

Geotechnical and Geological Engineering 6/2012 Zur Ausgabe