Technical Papers
May 20, 2020

Novel FBG-Based Effective Stress Cell for Direct Measurement of Effective Stress in Saturated Soil

Publication: International Journal of Geomechanics
Volume 20, Issue 8

Abstract

In this study, a novel effective stress cell based on fiber Bragg grating (FBG) sensing technology is developed for direct measurement of effective stress in saturated soil. The primary concept of direct measurement is that the pore-water pressures acting on both front and back surfaces of the sensing plate do not induce the deflection of the sensing plate, and thus the measured deflection of the sensing plate is caused by the effective stress only. The calibration results of the FBG-based effective stress cell (FBG-ESC) demonstrate a good linearity between the Bragg wavelength of the FBG sensor and the applied pressure. The workability and performance of the FBG-ESC in a saturated soil have been verified in a physical model test subjected to vertical pressures. It is found that the effective stress data directly measured by the FBG-ESC agree well with the effective stress values calculated, according to the effective stress principle, from the difference between the total stress and pore-water pressure measured by conventional transducers. All these results indicate that the novel FBG-ESC is capable of directly measuring the effective stress in a saturated soil.

Get full access to this article

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

Acknowledgments

The work in this paper is supported by an ITF project (Grant No.: ITS/049/13), a CRF project (Grant No.: PolyU 12/CRF/13E) from the Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China, two GRF projects (PolyU 152796/16E, PolyU 152209/17E) from RGC of HKSARG of China. The authors also acknowledge the financial supports from the Research Institute for Sustainable Urban Development of the Hong Kong Polytechnic University and grants (1-BBAG, 1-ZVEF, 1-ZVEH, 4-BCAW, 5-ZDAF, G-YBHQ, G-YN97) from the Hong Kong Polytechnic University.

References

Borana, L., J. H. Yin, D. N. Singh, and S. K. Shukla. 2016a. “Interface behavior from suction-controlled direct shear test on completely decomposed granitic soil and steel surfaces.” Int. J. Geomech. 16 (6): D4016008. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000658.
Borana, L., J. H. Yin, D. N. Singh, S. K. Shukla, and H. F. Pei. 2016b. “Influences of initial water content and roughness on skin friction of piles using FBG technique.” Int. J. Geomech. 17 (4): 04016097. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000794.
Chang, C. C., G. Johnson, S. T. Vohra, and B. Althouse. 2000. “Development of fiber Bragg-grating-based soil pressure transducer for measuring pavement response.” In Proc. SPIE 3986: 480–488.
Clayton, C. R. I., and A. V. D. Bica. 1993. “The design of diaphragm-type boundary total stress cells.” Géotechnique 43 (4): 523–535. https://doi.org/10.1680/geot.1993.43.4.523.
Correia, R., J. Li, S. Staines, E. Chehura, S. W. James, J. Kutner, P. Dewhurst, P. Ferreira, and R. P. Tatam. 2009. “Fibre Bragg grating based effective soil pressure sensor for geotechnical applications.” In Vol. 7503 of Proc., 20th Int. Conf. on Optical Fibre Sensors. Bellingham, Washington: SPIE.
Dave, T. N., and S. M. Dasaka. 2013. “In-house calibration of pressure transducers and effect of material thickness.” Geomech. Eng. 5 (1): 1–15. https://doi.org/10.12989/gae.2013.5.1.001.
Feng, W. Q., Z. Y. Liu, H. Y. Tam, and J. H. Yin. 2016. “The pore water pressure sensor based on Sagnac interferometer with polarization-maintaining photonic crystal fiber for the geotechnical engineering.” Measurement 90: 208–214. https://doi.org/10.1016/j.measurement.2016.04.067.
Grattan, K. T. V., and T. Sun. 2000. “Fiber optic sensor technology: An overview.” Sens. Actuators, A 82 (1–3): 40–61. https://doi.org/10.1016/S0924-4247(99)00368-4.
Han, J., F. Wang, M. Al-Naddaf, and C. Xu. 2017. “Progressive development of two-dimensional soil arching with displacement.” Int. J. Geomech. 17 (12): 04017112. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001025.
Hill, K. O., and G. Meltz. 1997. “Fiber Bragg grating technology fundamentals and overview.” J. Lightwave Technol. 15 (8): 1263–1276. https://doi.org/10.1109/50.618320.
Labuz, J. F., and B. Theroux. 2005. “Laboratory calibration of earth pressure cells.” Geotech. Test. J. 28 (2): 188–196. https://doi.org/10.1520/GTJ12089.
Lade, P. V., and R. De Boer. 1997. “The concept of effective stress for soil, concrete and rock.” Géotechnique 47 (1): 61–78. https://doi.org/10.1680/geot.1997.47.1.61.
Li, F., Y. Du, W. Zhang, and F. Li. 2013. “Fiber Bragg grating soil-pressure sensor based on dual L-shaped levers.” Opt. Eng. 52 (1): 014403. https://doi.org/10.1117/1.OE.52.1.014403.
Lu, K. K., J. H. Yin, and S. C. Lo. 2018. “Modeling small-strain behavior of Hong Kong CDG and its application to finite-element study of basement-raft footing.” Int. J. Geomech. 18 (9): 04018104. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001250.
Rojas, E., O. Chávez, and H. Arroyo. 2017. “Modeling the behavior of expansive soils using effective stresses.” Int. J. Geomech. 17 (9): 04017062. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000943.
Skempton, A. W. 1960. “Terzaghi’s discovery of effective stress.” In From theory to practice in soil mechanics: Selections from the writings of Karl Terzaghi, edited by L. Bjerrum, A. Casagrande, R. B. Peck, and A. E. Skempton, 42–53. New York: Wiley.
Talesnick, M. 2013. “Measuring soil pressure within a soil mass.” Can. Geotech. J. 50 (7): 716–722. https://doi.org/10.1139/cgj-2012-0347.
Terzaghi, K. 1943. Theoretical soil mechanics. New York: John Wiley and Sons.
Timoshenko, S. P., and S. Woinowsky-Krieger. 1959. Theory of plates and shells. New York: McGraw-Hill.
Wachman, G. S., and J. F. Labuz. 2011. “Soil-structure interaction of an earth pressure cell.” J. Geotech. Geoenviron. Eng. 137 (9): 843–845. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000501.
Wei, H. Z., D. S. Xu, and Q. S. Meng. 2018. “A newly designed fiber-optic based earth pressure transducer with adjustable measurement range.” Sensors 18 (4): 932. https://doi.org/10.3390/s18040932.
Yin, J. H. 2013. “Development of New FBG-based Transducers for Integrated Measurement of Total Earth Pressure, Porewater Pressure, and Effective Stress.” A research and development project (ITS/049/13) funded by Innovation and Technology Fund (ITF) of the Government of the Hong Kong Special Administrative Region of China.
Yin, J. H., H. H. Zhu, W. Jin, A. T. Yeung, and L. M. Mak. 2007. “Performance evaluation of electrical strain gauges and optical fiber sensors in field soil nail pullout tests.” In Proc., HKIE Geotechnical Division Annual Seminar, 249–254.
Zhou, W. H., F. Tan, and K. V. Yuen. 2018. “Model updating and uncertainty analysis for creep behavior of soft soil.” Comput. Geotech. 100: 135–143. https://doi.org/10.1016/j.compgeo.2018.04.006.
Zhou, Z., H. Wang, and J. Ou. 2006. “A new kind of FBG-based soil-pressure sensor.” In Optical Fiber Sensors. Washington, DC: Optical Society of America. https://doi.org/10.1016/j.compgeo.2018.04.006.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 8August 2020

History

Received: Feb 17, 2019
Accepted: Jan 16, 2020
Published online: May 20, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 20, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Chair Professor of Soil Mechanics, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author). ORCID: https://orcid.org/0000-0002-7200-3695. Email: [email protected]
Jie-Qiong Qin
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.
Wei-Qiang Feng, Ph.D. [email protected]
Assistant Professor, Department of Ocean Sciences and Engineering, The Southern University of Science and Technology, Shenzhen, Guangdong, China; formerly, Post-doctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China. Email: [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