Abstract
The small strain stiffness of soils has a significant role in geotechnical design and analysis. In laboratory, the small strain behavior is examined by different techniques including the bender element method for measuring the maximum shear modulus and local displacement transducer (LDT) for measuring Young’s modulus at small strains. However, most commonly used LDTs are based on electrical components and have limitations, such as electromagnetic interference and possibility of short circuit in the presence of water. To overcome these limitations, in the present study, a conventional triaxial apparatus has been modified to measure and study the stress–strain behavior of soils at small strains. The major modifications include addition of piezoceramic sensors (bender elements) for measuring the maximum shear modulus and fiber Bragg grating (FBG) sensor-based local displacement transducers (FBG–LDTs) for measuring the stress–strain behavior at small strains. The modified triaxial apparatus has been used to conduct several tests on a completely decomposed granite soil from a site in Hong Kong. The stress–strain behaviors measured by the newly developed FBG–LDTs and an external displacement transducer are compared and discussed. In particular, the shear modulus values obtained using the bender elements, FBG–LTDs, and the external displacement transducer are also compared, discussed, and evaluated. The comparison and assessment show that the FBG–LTDs are more suitable for measuring the small strain behavior of soils.
Similar content being viewed by others
References
ASTM D 2487-90 (1992) Standard test method for classification of soils for engineering purposes. West Conshohocken, Philadelphia, pp 326–336
BS 1377-2 (1990) Methods of test for soils for civil engineering purpose-part 2: classification tests. British Standards Institution (BSI), London
BS 1377 (1990) British Standard BS1377: methods of test for soils for civil engineering purposes. British Standards Institution (BSI), London
BS 5930 (1981) Code of practice for site investigations. British Standards Institution (BSI), London
Burland JB (1989) Small is beautiful: the stiffness of soils at small strains. Ninth Laurits Bjerrum Lecture. Can Geotech J 26(4):499–516
Clayton CRI (2011) Stiffness at small strain: research and practice. Géotechnique 61(1):5–37
Dasari GR, Bolton MD, Ng CWWN (1995) Small strain measurement using modified LDTs. Report CUED/D/-SOILS/TR275, Geotechnical Group, Cambridge University
Goto S, Tatsuoka F, Shibuya S, Kim YS, Sato T (1991) A simple gauge for local small strain measurement in the laboratory. Soils Found 31(1):169–180
Grattan KTV, Sun T (2000) Fiber optic sensor technology: an overview. Sensor Actuator A Phys 82(3):40–61
Hight DW, Bennell JD, Chana B, Davis PD, Jardine RJ, Porovic E (1997) Wave velocity and stiffness measurements of the Crag and Lower London Tertiaries at Sizewell. Géotechnique 47(3):451–474
Hill KO, Meltz G (1997) Fiber Bragg grating technology fundamentals and overview. J Lightwave Technol 15:1263–1276
Hird CC, Yung PCY (1989) The use of proximity transducers for local strain measurements in triaxial tests. Geotech Test J 12(4):292–298
Ibraim EA, Di Benedetto H (2005) New local system of measurement of axial strains for triaxial apparatus using LVDT. Geotech Test J 28(5):436–444
Inaudi D (1997) Fiber optic sensor network for the monitoring of civil engineering structures. Doctoral Thesis, Swiss Federal Institute of Technology in Lausanne (EPFL), Lausanne, Switzerland
Jardine RJ, Symes MJ, Burland JB (1984) The measurement of soil stiffness in triaxial apparatus. Géotechnique 34(4):323–340
Kister G, Winter D, Leighton J, Badcock RA, Tester PD, Krishnamurthy S, Boyle WJO, Grattan KTV, Fernando GF (2007) Methodology and integrity monitoring of foundation concrete piles using Bragg grating optical fiber sensors. Eng Struct 29(9):2048–2055
Kokusho T (1980) Cyclic triaxial test of dynamic soil properties for wide strain range. Soils Found 20(2):45–60
Lee JT, Tien KC, Te HY, Huang AB (2011) A fiber optic sensored triaxial testing device. Geotech Test J 34(2):103–111
Leong EC, Yeo SH, Rahardjo H (2005) Measuring shear wave velocity using bender elements. Geotech Test J 28(5):488–498
Li HN, Li DS, Song GB (2004) Recent applications of fiber optic sensors to health monitoring in civil engineering. Eng Struct 26(11):1647–1657
Mair RJ (1993) Developments in geotechnical engineering research: application to tunnels and deep excavations. In: Proceedings of the institution of civil engineers and civil engineering, pp 27–41
Majumder M, Gangopadhyay TK, Chakraborty AK, Dasgupta K, Bhattcharya DK (2008) Fiber Bragg gratings in structural health monitoring-present status and applications. Sensor Actuator A Phys 147(1):150–164
Nellen PM, Frank A, Broennimann R, Sennhauser UJ (2000) Optical fiber Bragg gratings for tunnel surveillance. Proc SPIE 3986:263–270
Pennington DS, Nash DFT, Lings ML (1997) Anisotropy of G0 shear stiffness in Gault Clay. Géotechnique 47(3):391–398
Rollins KM, Evans MD, Diehl NB, Daily WDIII (1998) Shear modulus and damping relationships for gravels. J Geotech Geoenviron 124(5):396–405
Scholey GK, Frost JD, Lo Presti DCF, Jamiolkowski M (1995) A review of instrumentation for measuring small strains during triaxial testing of soil specimens. Geotech Test J 18(2):137–156
Simpson B (1992) Retaining structures: displacement and design. Géotechnique 42(4):541–576
Tatsuoka FA, Shibuya S (1991) Deformation characteristics of soils and rocks from field and laboratory tests. In: Proceedings of the 9th Asian regional conference on soil mechanics and foundation engineering, vol 2, pp 101–170
Xu DS, Yin JH, Cao ZZ, Wang YL, Zhu HH, Pei HF (2013) A new flexible FBG sensing beam for measuring dynamic lateral displacements of soil in a shaking table test. Measurement 46(1):200–209
Yamashita S, Fujiwara T, Kawaguchi T, Mikami T, Nakata Y, Shibuya S (2005) Report of international parallel test on the measurement of Gmax using bender elements organized by TC-29. Japanese Domestic Committee for TC-29
Yimsiri S, Soga K, Chandler SG (2005) Cantilever-type local deformation transducer for local axial strain measurement in triaxial test. Geotech Test J 28(5):445–451
Yin JH, Zhu HH, Jin W, Yeung AT, Mak LM (2007) Performance evaluation of electrical strain gauges and optical fiber sensors in field soil nail pullout tests. The HKIE Geotechnical Division Annual Seminar, pp 249–254
Acknowledgments
Financial supports (G-U663, G-YG60) by The Hong Kong Polytechnic University are acknowledged.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Xu, DS., Borana, L. & Yin, JH. Measurement of small strain behavior of a local soil by fiber Bragg grating-based local displacement transducers. Acta Geotech. 9, 935–943 (2014). https://doi.org/10.1007/s11440-013-0267-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11440-013-0267-y