Abstract
There are limited studies in the development of testing apparatus on unsaturated soils due to the complex structure, tedious calibration process, and large demands on test time and skills. In this study, a novel multifunctional apparatus (MFA) has been designed and manufactured for testing the unsaturated soils. This state-of-the-art testing apparatus is based on modular design and can be configured to conduct a variety of tests such as pressure plate test, oedometer test, direct shear test, and triaxial creep test under suction-controlled conditions. This apparatus has a high-grade stainless-steel chamber which is used to measure the total volume changes of an unsaturated soil specimen in triaxial creep tests. Based on the calibration results, the creep coefficient for MFA is about half of the coefficient for a typical double-cell system. Additionally, the MFA is designed in a manner to enable testing specimens with different dimensions and to control soil suction based on different techniques. Typical calibration results, test procedures, and experimental results obtained from this apparatus are presented and discussed in detail. Finally, the performance of this apparatus is well verified by the experimental results. It is found that the MFA is capable of and reliable for performing above-mentioned tests and accurately investigating engineering behaviour of both saturated and unsaturated geomaterials.
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References
Adams BA, Wulfsohn D, Fredlund DG (1996) Air volume change measurement in unsaturated soil testing using a digital pressure-volume controller. Geotech Test J 19(1):12–21
Agus SS, Leong EC, Rahardjo H (2000) A triaxial permeameter for unsaturated soils. In Unsaturated soils for Asia. Proceedings of the Asian Conference on Unsaturated Soils, UNSAT-ASIA 2000, Singapore, 18–19 May 2000 (pp. 365–370). AA Balkema
Agus SS, Schanz T (2005) Comparison of four methods for measuring total suction. Vadose Zone J 4(4):1087–1095
ASTM D 6836 (2016) Standard test methods for determination of the soil water characteristic curve for desorption using hanging column, pressure extractor, chilled mirror hygrometer, or centrifuge. ASTM International, West Conshohocken
Aversa S, Nicotera MV (2002) A triaxial and oedometer apparatus for testing unsaturated soils. Geotech Test J 25(1):3–15
Baldwin CY, Clark KB (2000) Design rules: the power of modularity (Vol 1). MIT Press, Cambridge
Bernier F, Volckaert G, Alonso E, Villar M (1997) Suction-controlled experiments on Boom clay. Eng Geol 47(4):325–338
Bishop AW and Donald IB (1961) The experimental study of partly saturated soil in the triaxial apparatus. In Proc. 5th Int. Conf. Soil Mech. Found. Eng., Paris, Vol. 1, pp. 13–21
Borana L, Yin JH, Singh DN, Shukla SK (2015) A modified suction-controlled direct shear device for testing unsaturated soil and steel plate interface. Mar Georesources Geotechnol 33(4):289–298
Borana L, Yin JH, Singh DN, Shukla SK (2016) Interface behavior from suction-controlled direct shear test on completely decomposed granitic soil and steel surfaces. Int J Geomech 16(6):D4016008
Borana L, Yin JH, Singh DN, Shukla SK, Tong F (2018) Direct shear testing study of the interface behavior between steel plate and compacted completely decomposed granite under different vertical stresses and suctions. J Eng Mech 144(1):04017148
Boso M, Tarantino A, Mongiovi L (2005) A direct shear box improved with the osmotic technique, Proceedings of advanced experimental unsaturated soil mechanics, Trento, pp. 85–91
British Standards Institution (BSI) (1990) Methods of test for soils for civil engineering purposes. BS 1377, BSI, London
Bulut R, Leong EC (2008) Indirect measurement of suction. Geotech Geol Eng 26(6):633–644
Chen R (2007) Experimental study and constitutive modelling of stress-dependent coupled hydraulic hysteresis and mechanical behaviour of an unsaturated soil. PhD thesis, Hong Kong University of Science and Technology, Hong Kong, China
Chen WB, Yin JH, Feng WQ (2019) A new double-cell system for measuring volume change of a soil specimen under monotonic or cyclic loading. Acta Geotech 14(1):71–81
Chen WB, Liu K, Feng WQ, Borana L, Yin JH (2020) Influence of matric suction on nonlinear time-dependent compression behavior of a granular fill material. Acta Geotech 15(3):615–633
Clayton CR, Khatrush SA, Bica AVD, Siddique A (1989) The use of Hall effect semiconductors in geotechnical instrumentation. Geotech Test J 12(1):69–76
Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50(1–2):31–48
Delage P, Romero E, Tarantino A (2008) Recent developments in the techniques of controlling and measuring suction in unsaturated soils. In Keynote Lecture, Proc. 1st Eur. Conf. on Unsaturated Soils (pp. 33–52)
Delage P, Suraj De Silva GPR, Vicol T (1992) Suction controlled testing of non-saturated soils with an osmotic consolidometer. In: 7th International conference on expansive soils, pp. 206–211
Escario V (1980) Suction controlled penetration and shear tests. In Expansive Soils (pp. 781–797). ASCE
Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
Gan JKM, Fredlund DG, Rahardjo H (1988) Determination of the shear strength parameters of an unsaturated soil using the direct shear test. Can Geotech J 25(3):500–510
Hamidi A, Habibagahi G, Ajdari M (2013) A modified osmotic direct shear apparatus for testing unsaturated soils. Geotech Test J 36(1):20–29
Head KH (1998) Manual of soil laboratory testing. Wiley, New York
Hilf JW (1956) An investigation of pore-water pressure in compacted cohesive soils. PhD thesis, Technical Memorandum. No. 654, U.S. Department of the Interior, Bureau of Reclamation, Design and Construction Division, Denver, CO, US
Hossain MA, Yin JH (2010) Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests. J Geotech Geoenviron Engng 136(1):189–198
Hossain MA, Yin JH (2014) Behaviour of a pressure-grouted soil-cement interface in direct shear tests. Int J Geomech 14(1):101–109
Houston SL, Houston WN, Wagner AM (1994) Laboratory filter paper suction measurements. Geotech Test J 17(2):185–194
Jose A, Tollenaere M (2005) Modular and platform methods for product family design: literature analysis. J Intell Manuf 16(3):371–390
Klotz EU, Coop MR (2002) On the identification of critical state lines for sands. Geotech Test J 25(3):289–302
Krahn J, Fredlund DG (1972) On total, matric and osmotic suction. J Soil Sci 114(5):339–348
Lai XL, Wang SM, Ye WM, Cui YJ (2014) Experimental investigation on the creep behavior of an unsaturated clay. Can Geotech J 51(6):621–628
Laudahn A, Sosna K, Boháč J (2005) A simple method for air volume change measurement in triaxial tests. Geotech Test J 28(3):313–318
Lauer C, Engel J (2005) A triaxial device for unsaturated sand-New Developments. In: Unsaturated Soils: Experimental Studies (pp. 301–314). Springer, Berlin, Heidelberg
Li J, Yin ZY, Cui YJ, Hicher PY (2017) Work input analysis for soils with double porosity and application to the hydromechanical modeling of unsaturated expansive clays. Can Geotech J 54(2):173–187
Li J, Yin ZY, Cui YJ, Liu K, Yin JH (2019) An elasto-plastic model of unsaturated soil with an explicit degree of saturation-dependent CSL. Eng Geol 260:105240
Lins Y, Schanz T, Fredlund DG (2009) Modified pressure plate apparatus and column testing device for measuring SWCC of sand. Geotech Test J 32(5):450–464
Liu K, Chen WB, Feng WQ, Yin JH (2017) Experimental study on the unsaturated behaviour of a compacted soil. In: 7th International Conference on Unsaturated Soils (UNSAT2018), 3rd - 5th August 2018, The Hong Kong University of Science and Technology (HKUST)
Liu K, Yin ZY, Chen WB, Feng WQ, Yin JH (2021) Nonlinear model for the stress–strain–strength behavior of unsaturated granular materials. Int J Geomech 21(7):04021103
Liu K, Yin JH, Chen WB, Feng WQ, Zhou C (2020) The stress-strain behaviour and critical state parameters of an unsaturated granular fill material under different suctions. Acta Geotech 15:3383–3398
Madsen HB, Jensen CR, Boysen T (1986) A comparison of the thermocouple psychrometer and the pressure plate methods for determination of soil water characteristic curves. J Soil Sci 37:357–362
Marinho FAM, Take WA, Tarantino A (2008) Measurement of matric suction using tensiometric and axis translation techniques. Geotech Geol Eng 26(6):615–631
Mesri GRES, Febres-Cordero E, Shields D, Castro A (1981) Shear stress-strain-time behaviour of clays. Géotechnique 31(4):537–552
Monroy R, Zdravkovic L, Ridley AM (2015) Mechanical behaviour of unsaturated expansive clay under K0 conditions. Eng Geol 197(30):112–131
Nishimura T (2016) Investigation on creep behavior of geo-materials with suction control technique. In: E3S Web of Conferences (Vol. 9, p. 18002). EDP Sciences
Ng CWW, Lai CH, Chiu CF (2012) A modified triaxial apparatus for measuring the stress path-dependent water retention curve. Geotech Test J 35(3):490–495
Ng CW, Zhan LT, Cui YJ (2002) A new simple system for measuring volume changes in unsaturated soils. Can Geotech J 39(3):757–764
Nichol C, Smith L, Beckie R (2003) Long-term measurement of matric suction using thermal conductivity sensors. Can Geotech J 40(3):587–597
Perez-Garcia N, Houston SL, Houston WN, Padilla JM (2008) An oedometer-type pressure plate SWCC apparatus. Geotech Test J 31(2):115–123
Rahardjo H, Fredlund D (1996) Consolidation apparatus for testing unsaturated soils. Geotech Test J 19(4):341–353
Sheng DC (2011) Review of fundamental principles in modelling unsaturated soil behaviour. Comput Geotech 38(6):757–776
Shi XS, Gao YF, Ding JW (2021) Estimation of the compression behavior of sandy clay considering sand fraction effect based on equivalent void ratio concept. Eng Geol 280:105930
Shi XS, Liu K, Yin JH (2021) Effect of initial density, particle shape, and confining stress on the critical state behavior of weathered gap-graded granular soils. J Geotech Geoenviron Engng 147(2):04020160
Shi XS, Zhao JD, Gao Y (2021) A homogenization-based state-dependent model for gap-graded granular materials with fine-dominated structure. Int J Numer Anal Methods Geomech 45(8):1007–1028
Singh A, Mitchell JK (1968) General stress-strain-time function for soils. J Soil Mech Found Div 94(1):21–46
Tang JY, Xu DS, Liu HB (2018) Effect of gravel content on shear behavior of sand-gravel mixture. Rock Soil Mech 39(1):93–102 (in Chinese)
Tarantino A, Gallipoli D, Augarde CE et al (2011) Benchmark of experimental techniques for measuring and controlling suction. Géotechnique 61(4):303–312
Ulrich K (1995) The role of product architecture in the manufacturing firm. Res Policy 24(3):419–440
Villar MV (1999) Investigation of the behaviour of bentonite by means of suction-controlled oedometer tests. Eng Geol 54(1–2):67–73
Wheeler SJ (1988) The undrained shear strength of soils containing large gas bubbles. Géotechnique 38(3):399–413
Xu DS (2017) A new measurement approach for small deformations of soil specimens using fiber bragg grating sensors. Sensors 17(5):1016
Xu DS, Borana L, Yin JH (2014) Measurement of small strain behavior of a local soil by fiber Bragg grating-based local displacement transducers. Acta Geotech 9(6):935–943
Xu DS, Huang M, Zhou Y (2020) One-dimensional compression behavior of calcareous sand and marine clay mixtures. Int J Geomech 20(9):04020137
Xu DS, Liu HB, Luo WL (2018) Development of a novel settlement monitoring system using fiber-optic liquid-level transducers with automatic temperature compensation. IEEE Trans Instrum Meas 67(9):2214–2222
Xu DS, Liu HB, Rui R, Gao Y (2019) Cyclic and postcyclic simple shear behavior of binary sand-gravel mixtures with various gravel contents. Soil Dyn Earthq Eng 123:230–241
Yin JH (2003) A double cell triaxial system for continuous measurement of volume changes of an unsaturated or saturated soil specimen in triaxial testing. Geotech Test J 26(3):353–358
Acknowledgements
The work in this paper was supported by General Research Fund (GRF) (PolyU 152209/17E, PolyU 152179/18E, PolyU 152130/19E) and a Research Impact Fund (R5037-18) from Research Grants Council of Hong Kong Special Administrative Region Government of China. The work was also supported by grants (ZVNC and ZDBS) from the Hong Kong Polytechnic University, China. We also acknowledge the supports by Research Institute for Sustainable Urban Development of the Hong Kong Polytechnic University (PolyU) and Center for Urban Geohazard and Mitigation of Faculty of Construction and Environment of PolyU. The helpful discussions with Mr. Jia-Feng Mao from the Nanjing Soil Instrument Factory Co., Ltd., are also gratefully acknowledged.
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Liu, K., Chen, WB., Yin, JH. et al. A novel multifunctional apparatus for testing unsaturated soils. Acta Geotech. 16, 3761–3778 (2021). https://doi.org/10.1007/s11440-021-01399-z
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DOI: https://doi.org/10.1007/s11440-021-01399-z