Skip to main content

Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements

  • Conference paper
Soil Stress-Strain Behavior: Measurement, Modeling and Analysis

Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 146))

Abstract

The soil behaviour under normal working loads usually mobilizes strain increments that are less than 0.1 %. Therefore it is very important to measure the small deformation of soil by laboratory experiments accurately. Among others, the local deformation transducer (LDT) has been used to measure locally small deformation of cylindrical or rectangular specimens in triaxial tests. In this study, a hollow cylindrical specimen was used in torsional shear and triaxial tests. By using a modified version of LDT, called PLDT (Pin-typed LDT), to comply with shear deformation of hollow cylindrical specimen under torsional loading, it was confirmed that the modified version could be successfully used to evaluate quasi-elastic deformation properties. The small deformation characteristics of Toyoura sand, Hime gravel and glass beads were investigated using both PLDTs for the local static measurement and gap sensors and a potentiometer for the external static measurement. In addition, a dynamic measurement system by using a set of small triggers and accelerometers was used to evaluate S wave velocity of glass beads. The specimens at different densities were subjected to small vertical and torsional cyclic loadings during otherwise isotropic consolidation from 50 kPa to 400 kPa and isotropic unloading from 400 kPa to 50 or 100 kPa.

It was confirmed that small strain Young’s and shear moduli values of the tested granular materials which were measured by PLDTs, external transducers and accelerometers are consistent with each other in terms of their stress state dependencies. The externally measured Young’s and shear moduli were by about 5 to 20 % larger than locally measured ones except for Young’s moduli of Toyoura sand. The measured Young’s and shear moduli showed an increasing trend with the density at the same stress level. Based on these test results, applicability of several void ratio functions was also studied.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Reference

  • De Silva, L.I.N., Koseki, J., Sato, T., and Wang, L., “High capacity hollow cylinder apparatus with local strain measurements” Proc. of the 2nd US-Japan Workshop, Kyoto, 2005.

    Google Scholar 

  • Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y.S. and Sato, T., “A simple gauge for local small strain measurement in the laboratory”, Soils and Foundations, 31-(1), 1991, pp. 169–180.

    Article  Google Scholar 

  • Hardin, B. O. and Richart, F.E., “Elastic wave velocities granular soils”, Journal of ASCE, 89-(1), 1963, pp. 33–65.

    Google Scholar 

  • Hong Nam, N. and Koseki, J., “Quasi-elastic deformation properties of Toyoura sand in cyclic triaxial and torsional loadings”, Soils and Foundations, 45-(5), 2005, pp. 19–38.

    Google Scholar 

  • Hong Nam, N., Sato, T. and Koseki, J., “Development of triangular pin-typed LDTs for hollow cylindrical specimen”, Proc. of 36th annual meeting of JGS, 2001, pp. 441–442.

    Google Scholar 

  • Maqbool. S., Sato. T. and Koseki. J., “Measurement of Young’s moduli of Toyoura sand by static and dynamic methods using large scale prismatic specimen”, Proc. of 6th international summer symposium, JSCE, Saitama, 2004, pp. 233–236. 4.

    Google Scholar 

  • Yamashita. S., Hori. T. and Suzuki. T., “Effects of fabric anisotropy and stress condition on small strain stiffness of sands”, Deformation characteristics of geomaterials, Swets and Zeitlinger, Lisse, ISBN 90 5809 604 1, 2003, pp. 187–194.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2007 Springer

About this paper

Cite this paper

Kiyota, T., De Silva, L.I.N., Sato, T., Koseki, J. (2007). Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements. In: Ling, H.I., Callisto, L., Leshchinsky, D., Koseki, J. (eds) Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Solid Mechanics and Its Applications, vol 146. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-6146-2_37

Download citation

Publish with us

Policies and ethics