Understanding the link between the evolution of fabric and elastic wave velocity in sand subjected to shear is of critical significance in engineering practice. To achieve this objective, an innovative multiscale experimental campaign was conducted by integrating triaxial compression with simultaneous wave velocity measurements and X-ray computed tomography. Discrete digital volume correlation (DDVC) was employed to measure particle kinematics and combined with contact detection algorithms to characterise contact-based fabric. The results revealed clear correlations of elastic wave propagation, fabric evolution and strain localisation development during shearing. Three distinct stages of the shear process were observed. Based on effective medium theory, the stress normalised wave velocity was found to positively correlate with the coordination number contributed in the wave propagation direction after accounting for contact normal anisotropy and void ratio, exhibiting a relatively unified relationship. This study provides experimental evidence for a strong correlation between normalised wave velocity and selected fabric descriptors, offering a potential basis for improving the calibration and validation of discrete-element simulations of sheared granular media.
Article navigation
Research Article|
September 11 2026
Is elastic wave velocity a proxy for fabric evolution under shear in quartz sand? An experimental study using X-ray tomography and ultrasonic transducers
Xiaomin Liang;
Xiaomin Liang
*Department of Geotechnical Engineering,
Tongji University
, Shanghai, P. R. China
Search for other works by this author on:
Xiaoqiang Gu;
†Department of Geotechnical Engineering,
Tongji University
, Shanghai, P. R. China
; School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Zhejiang, P. R. ChinaCorresponding author Xiaoqiang Gu (guxiaoqiang@tongji.edu.cn)
Search for other works by this author on:
Gioacchino Viggiani
;
Gioacchino Viggiani
‡
University of Grenoble Alpes, Grenoble INP-UGA
, CNRS, Grenoble, France
Search for other works by this author on:
Alessandro Tengattini;
Alessandro Tengattini
§School of Civil Engineering and Architecture,
Zhejiang Sci-Tech University
, Zhejiang, P. R. China
Search for other works by this author on:
JING HU
JING HU
*Department of Geotechnical Engineering,
Tongji University
, Shanghai, P. R. China
Search for other works by this author on:
Corresponding author Xiaoqiang Gu (guxiaoqiang@tongji.edu.cn)
Publisher: Emerald Publishing
Received:
July 19 2025
Accepted:
July 24 2026
Online ISSN: 1751-7656
Print ISSN: 0016-8505
Funding
Funding Group:
- Award Group:
- Funder(s): National Natural Science Foundation of China
- Award Id(s): 52178344,52208364
- Funder(s):
- Award Group:
- Funder(s): Shanghai ‘Shuguang Program’
- Award Id(s): 20SG22
- Funder(s):
- Award Group:
- Funder(s): Xiaomin Liang acknowledges the programme of China Scholarship Council
- Award Id(s): 202106260161
- Funder(s):
- Funding Statement(s): The work presented in this paper is supported by the National Natural Science Foundation of China (grant no. 52178344, 52208364), Shanghai ‘Shuguang Program’ (grant no. 20SG22) and the Fundamental Research Funds for the Central Universities. These supports are gratefully acknowledged. Special thanks are extended to Jean-Michel Pereira and Marine Lemaire at the Laboratoire Navier, École des Ponts ParisTech, for providing the wave signal generator and receiver EPOCH XT and for the technical assistance. Xiaomin Liang acknowledges the programme of China Scholarship Council (CSC no. 202106260161) for supporting her visit at Laboratoire 3SR.
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Geotechnique 1–13.
Article history
Received:
July 19 2025
Accepted:
July 24 2026
Citation
Liang X, Gu X, Viggiani G, Tengattini A, HU J (2026;), "Is elastic wave velocity a proxy for fabric evolution under shear in quartz sand? An experimental study using X-ray tomography and ultrasonic transducers". Geotechnique, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1680/jgeot.25.00579
Download citation file:
0
Views
New and popular articles
Suggested Reading
Internal imaging of saturated granular free-surface flows
International Journal of Physical Modelling in Geotechnics (December,2012)
A numerical investigation of the structure of persistent shear bands in granular media
Geotechnique (December,1991)
Deformation and failure mechanisms of granular soil around pressurised shallow cavities
Geotechnique (November,2021)
Micromechanical experimental investigation of mudstones
Geotechnique Letters (October,2014)
Micromechanical modelling of cemented sands under low amplitude oscillations
Geotechnique (June,1990)
Related Chapters
COVER TO REINFORCEMENT – GETTING IT RIGHT
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Shear strength anisotropy of natural London Clay
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
