Skip to main content
Log in

Local data analysis for eliminating end restraint of triaxial specimen

  • Published:
Transactions of Tianjin University Aims and scope Submit manuscript

Abstract

A data processing method was proposed for eliminating the end restraint in triaxial tests of soil. A digital image processing method was used to calculate the local deformations and local stresses for any region on the surface of triaxial soil specimens. The principle and implementation of this digital image processing method were introduced as well as the calculation method for local mechanical properties of soil specimens. Comparisons were made between the test results calculated by the data from both the entire specimen and local regions, and it was found that the deformations were more uniform in the middle region compared with the entire specimen. In order to quantify the nonuniform characteristic of deformation, the non-uniformity coefficients of strain were defined and calculated. Traditional and end-lubricated triaxial tests were conducted under the same condition to investigate the effects of using local region data for deformation calculation on eliminating the end restraint of specimens. After the statistical analysis of all test results, it was concluded that for the tested soil specimen with the size of 39.1 mm × 80 mm, the utilization of the middle 35 mm region of traditional specimens in data processing had a better effect on eliminating end restraint compared with end lubrication. Furthermore, the local data analysis in this paper was validated through the comparisons with the test results from other researchers.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Rowe P W, Barden L. Importance of free ends in triaxial testing[J]. Journal of the Soil Mechanics and Foundations Division, 1964, 90(1): 1–27.

    Google Scholar 

  2. Bishop A W, Green G E. The influence of end restraint on the compression strength of a cohesionless soil[J]. Geotechnique, 1965, 15(3): 243–266.

    Article  Google Scholar 

  3. Raju V S, Sadasivan S K, Venkataraman M. Use of lubricated and conventional end platens in triaxial tests on sands[J]. Soils and Foundations, 1972, 12(4): 35–43.

    Google Scholar 

  4. Tatsuoka F, Molenkamp F, Torii T et al. Behavior of lubrication layers of platens in elements tests[J]. Soils and Foundations, 1984, 24(1): 113–128.

    Article  Google Scholar 

  5. Lee K L. End restraint effects on undrained static triaxial strength of sand[J]. Journal of the Geotechnical Engineering Division, 1978, 104(6): 687–704.

    Google Scholar 

  6. Lade P V, Wasif U. The effect of end restraint of volume change and particle breakage of sands in triaxial tests[C]. In: Advanced Triaxial Testing of Soil and Rock, ASTM STP 977. Philadelphia, USA, 1988. 706–714.

    Google Scholar 

  7. Goto S, Tatsuoka F. Effects of end conditions on triaxial compressive strength for cohesionless soil[C]. In: Advanced Triaxial Testing of Soil and Rock, ASTM STP 977. Philadelphia, USA, 1988. 692–705.

    Google Scholar 

  8. Ueng T S, Tzou Y M, Lee C J. The effect of end restraint of volume change and particle breakage of sands in triaxial tests[C]. In: Advanced Triaxial Testing of Soil and Rock, ASTM STP 977. Philadelphia, USA, 1988. 679–691.

    Google Scholar 

  9. Airey D W. Finite element analysis of triaxial tests with different end drainage conditions[C]. In: Proceedings of the 7th International Conference on Computer Methods and Advances in Geomechanics. Cairns, Australia, 1991, Vol. 1. 225–230.

    Google Scholar 

  10. Jeremic B, Yang Z, Sture S. Numerical assessment of the influence of end conditions on constitutive behavior of geomaterials[J]. Journal of Engineering Mechanics, 2004, 130(6): 741–745.

    Article  Google Scholar 

  11. Lee K L, Seed H B. Discussion on Importance of free ends in triaxial testing [J]. Journal of the Soil Mechanics and Foundations Division, 1964, 90(6): 167–179.

    Google Scholar 

  12. Sun Shuguo, Chen Zhenghan, Leng Wen et al. Development of laser measuring system to measure radial displacement of triaxial specimens based on high precision PSD[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1587–1590 (in Chinese).

    Google Scholar 

  13. Miao Qiangqiang, Chen Zhenghan, Sun Shuguo et al. Improvement of laser measurement system for radial deformation of triaxial specimens[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(2): 427–432 (in Chinese).

    Google Scholar 

  14. Alshibli K A, Al-Hamdan M Z. Estimating volume change of triaxial soil specimens from planar images[J]. Computer-Aided Civil and Infrastructure Engineering, 2001, 16(6): 415–421.

    Article  Google Scholar 

  15. Shao Longtan, Wang Zhupin, Han Guocheng et al. Digital image processing technique for measurement of the radial deformation of specimen in triaxial test[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 337–341 (in Chinese).

    Google Scholar 

  16. Philippe J, Francoise G, Lyesse L et al. Automated digital image processing for volume change measurement in triaxial cells[J]. Geotechnical Testing Journal, 2006, 30(2): 98–103.

    Google Scholar 

  17. Bagherieh A R, Habibagahi G, Ghahramani A. A novel approach to measure the volume change of triaxial soil samples based on the image processing[J]. Journal of Applied Sciences, 2008, 8(13): 2387–2395.

    Article  Google Scholar 

  18. Wang Zhupin. Method of Digital Image Measurement for Soil Specimen Deformation in Triaxial Tests and Its Application[D]. Dalian University of Technology, Dalian, China, 2001. 63–66.

    Google Scholar 

  19. Dong Jianjun. Study of Stress-Strain Characteristics of Unsaturated Compacted Soil Based on Digital Image Measurement[D]. Dalian University of Technology, Dalian, China, 2007. 73–75.

    Google Scholar 

  20. Wang Jian, Guo Ying. Deformation study on triaxial specimen using the digital image measuring system[J]. Northwestern Seismological Journal, 2011, 33(Suppl): 175–180.

    Google Scholar 

  21. Yao Tao. Study of Deformation and Strength of Loess with Triaxial Test Based on Digital Image Measurement[D]. Dalian University of Technology, Dalian, China, 2008. 38–40.

    Google Scholar 

  22. Shao Longtan, Liu Xiao, Guo Xiaoxia et al. Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 409–415 (in Chinese).

    Google Scholar 

  23. Zhang Zhengyou. A flexible new technique for camera calibration[J]. IEEE Transactions on Pattern Analysis and Machine Intelligence, 2000, 22(11): 1330–1334.

    Article  Google Scholar 

  24. Liu Xiao, Shao Longtan, Guo Xiaoxia et al. Accuracy analysis of digital image processing system for triaxial specimens’ whole surface deformation measurement[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Suppl): 2881–2887 (in Chinese)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xiao Liu  (刘 潇).

Additional information

Supported by Major State Basic Research Development Program of China(“973” Program, No. 2010CB731502).

Liu Xiao, born in 1982, male, Dr.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Liu, X., Shao, L. & Guo, X. Local data analysis for eliminating end restraint of triaxial specimen. Trans. Tianjin Univ. 19, 372–380 (2013). https://doi.org/10.1007/s12209-013-2000-1

Download citation

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12209-013-2000-1

Keywords

Navigation