TECHNICAL PAPERS
Nov 1, 2007

Possible Stress Path of HCA for Cyclic Principal Stress Rotation under Constant Confining Pressures

Publication: International Journal of Geomechanics
Volume 7, Issue 6

Abstract

Nowadays most hollow cylinder apparatus (HCA) in the world can only apply two dynamic loads, namely the axial load (W) and torque (MT) , during cyclic principal stress rotation. The limitation of this loading mode is presented, and based on such limitation other possible and applicable loading modes are put forward: (1) On the premise of setting W a special constant related to the inner (pi) and outer (po) cell pressure, the stress path at which shear stress (q) regularly changes with rotation angle (α) under the constant b (Bishop parameter) and the constant mean principal stress p can be achieved by adjusting MT ; (2) setting b at a constant (not equal to 0.5), the linear relation between p and q can be realized under a regular changing α . In this case W and MT should satisfy a certain equation and meanwhile the peak value of q should be restricted within the pq critical state line; (3) without regarding the effect of intermediate principal stress, a stress path of (σ1+σ3)2 monotonously changing with α can be achieved under constant q . This implies that W and MT should satisfy a combination of a number of simple trigonometric functions; and (4) the stress path of constant b (with a random value between 0 and 0.5) and monotonous relation between p and R can be available under a regular changing α . In realizing this stress path, W and MT should satisfy certain equations and the maximum R should also be restricted by the critical state line. Results of this research can not only validate possible stress paths in cyclic principal stress rotation tests but can also provide a basis for further HCA improvement.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers thank Chris Wood for revisal working. Financial support for this research was provided by the National Natural Science Foundation of China, Grant No. NNSFC50308025.

References

Chan, F. W. K., and Brown, S. F. (1994). “Significance of principal stress rotation in pavements.” Proc., 13th ICSMFE, New Delhi, India, 1823–1826.
Guo, Y., Luan, M. T., He, Y., Xu, C. S., Shi, D. D., and Li, M. G. (2004). “Experimental study on development pattern of shaking-induced pore water pressure of saturated loose sand under complex loading.” Earthquake Eng. Eng. Vibration, 24(3), 139–144 (in Chinese).
Hight, D. W., Gens, A., and Symes, M. J. (1983). “The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils.” Geotechnique, 33(4), 355–383.
Hong, W. P., and Lade, P. V. (1989). “Elastoplastic behavior of K0-consolidated clay in tortion shear tests.” Soils Found., 29(2), 127–140.
Ishihara, K., and Towhata, I. (1983). “Sand response to cyclic rotation of principal stress directions as induced by wave loads.” Soils Found., 23(4), 11–26.
Jardine, R. J., Zdravkovic, L., and Porovic, E. (1997). “Anisotropic consolidation including principal stress axis rotation: Experiments, results and practical implications.” Proc., 14th ICSMFE, Vol. IV, Hamburg, Germany, 2165–2168.
Lin, H., and Penumadu, D. (2005). “Experimental investigation on principal stress rotation in Kaolin Clay.” J. Geotech. Geoenviron. Eng., 131(5), 633–642.
Saada, A., and Puccini, P. (1985). “Discussion: The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils and undrained anisotropy and principal stress rotation.” Geotechnique, 35(1), 78–85.
Shibuya, S., and Hight, D. W. (1989). “Predictions of pore pressure under undrained cyclic principal stress rotation.” Proc., 12th ICSMFE, Vol. I, 123–126.
Symes, M. J. P. R., Gens, A., and Hight, D. W. (1984). “Undrained anisotropy and principal stress rotation.” Geotechnique, 34(1), 11–27.
Symes, M. J. P. R., Gens, A., and Hight, D. W. (1988). “Drained principal stress rotation in saturated sand.” Geotechnique, 38(1), 59–81.
Towhata, I., and Ishihara, K. (1985). “Undrained strength of sand undergoing cyclic rotation of principal stress axes.” Soils Found., 25(2), 135–147.
Vaid, Y. P., and Sayao, A. (1990). “Generalized stress-path-dependent soil behaviour with a new hollow cylinder tortional apparatus.” Can. Geotech. J., 27, 601–616.
Wijewickreme, D., and Vaid, Y. P. (1993). “Behaviour of loose sand under simultaneous increase in stress ratio and principal stress rotation.” Can. Geotech. J. 30, 953–964.
Zdravkovic, L., and Jardine, R. J. (2001). “The effect on anisotropy of rotating the principal stress axes during consolidation.” Geotechnique, 51(1), 69–83.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 7Issue 6November 2007
Pages: 423 - 430

History

Received: Jun 26, 2005
Accepted: Jul 11, 2006
Published online: Nov 1, 2007
Published in print: Nov 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Yang Shen, Ph.D.
Institute of Geotechnical Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]
Jian Zhou
Associate Professor, Institute of Geotechnical Engineering, Zhejiang Univ., Yuquan Campus, 310027 Hangzhou, China (corresponding author). E-mail: [email protected]
Xiao Nan Gong
Professor, Institute of Geotechnical Engineering, Zhejiang Univ., Yuquan Campus, Hangzhou 310027, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share