Influence of matric suction on nonlinear time-dependent compression behavior of a granular fill material

ASTM D 2487-06 (2006) Standard practice for classification of soils for engineering purposes (unified soil classification system). Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA

ASTM D 5298-16 (2016) Standard test method for measurement of soil potential (suction) using filter paper. Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA

Barden L (1965) Consolidation of compacted and unsaturated clays. Géotechnique 15(3):267–286

Bishop AW (1959) The principle of effective stress. Tek Ukebl 106(39):859–863

Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13(3):177–197

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 Georesour 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 (2017) Influence of matric suction and counterface roughness on shearing behavior of completely decomposed granitic soil and steel interface. Indian Geotech J 47(2):150–160

Borja RI (2004) Cam-Clay plasticity. Part V: a mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. Comput Methods Appl Mech Eng 193:5301–5338

BS 1377 (1990) Methods of test for soils for civil engineering purpose. British Standards Institution, London

Burland JB (1967) Deformation of soft clay. Ph.D. thesis, Cambridge University, Cambridge

Chen ZH, Fredlund DG, Julian KMG (1999) Overall volume change, water volume change, and yield associated with an unsaturated compacted loess. Can Geotech J 36(2):321–329

Chen WB, Yin JH, Feng WQ (2018) A new double-cell system for measuring volume change of a soil specimen under monotonic or cyclic loading. Acta Geotech. https://doi.org/10.1007/s11440-018-0629-6

Chen WB, Yin JH, Feng WQ, Borana L, Chen RP (2018) Accumulated permanent axial strain of a subgrade fill under cyclic high-speed railway loading. Int J Geomech 18(5):04018018

Chen WB, Feng WQ, Yin JH, Borana L, Chen RP (2019) Characterization of permanent axial strain of granular materials subjected to cyclic loading based on shakedown theory. Constr Build Mater 198:751–761

Coop MR (1990) The mechanics of uncemented carbonate sands. Géotechnique 40(4):607–626

Cui K, Défossez P, Cui YJ, Richard G (2010) Quantifying the effect of matric suction on the compressive properties of two agricultural soil using an osmotic oedometer. Geoderma 156(3–4):337–345

Cui YJ, Delage P (1993) On the elasto-plastic behaviour of an unsaturated silt. ASCE Geotech Spec Publ 39:115–126

Fredlund DG, Morgenstern NR (1977) Stress state variables for unsaturated soils. J Geotech Eng Div 103(5):447–466

Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 31(4):533–546

Futai MM, Almeida SS (2005) An experimental investigation of the mechanical behaviour of an unsaturated gneiss residual soil. Géotechnique 55(3):201–213

Gallipoli D, Gens A, Sharma R, Vaunat J (2003) An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behavior. Géotechnique 53(1):123–135

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

Hardin BO (1985) Crushing of soil particles. J Geotech Geoenviron ASCE 111(10):1177–1192

Ho DYF, Fredlund DG (1982) Strain rates for unsaturated soil shear strength testing. In: Proceedings of the seventh Southeast Asian geotechnical conference Hong Kong, vol 1, pp 787–803

Hossain MA, Yin JH (2010) Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests. J Geotech Geoenviron 136(1):189–198

Imhoff S, Da Saliva AP, Fallow D (2004) Susceptibility to compaction, load support capacity and soil compressibility of Hapludox. Soil Sci Soc Am J 68(1):17–24

Jotisankasa A, Ridley A, Coop M (2007) Collapse behavior of compacted silty clay in suction-monitored oedometer apparatus. J Geotech Geoenviron 133(7):867–877

Khalili N, Khabbaz MH (1998) A unique relationship for χ for the determination of the shear strength of unsaturated soils. Géotechnique 48(5):681–687

Khalili N, Geiser F, Blight GE (2004) Effective stress in unsaturated soils: review with new evidence. Int J Geomech 4(2):115–126

Koliji A, Laloui L, Vulliet L (2009) Behaviour of unsaturated aggregated soil in oedometric condition. Soil Found 49(3):369–380

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

Le TM, Fatahi B, Khabbaz H (2012) Viscous behavior of soft clay and inducing factors. Geotech Geol Eng 30(5):1069–1083

Leroueil S, Kabbai M, Tavenas F, Bouchard R (1985) Stress–strain–strain rate relation for the of sensitive natural clays. Géotechnique 35(2):159–180

Leung CF, Lee FH, Yet NS (1997) The role of particle breakage in pile creep in sand. Can Geotech J 33(6):888–898

Liu K, Chen WB, Feng WQ, Yin JH (2018) Experimental study on the unsaturated behavior of a compacted soil. In: The 7th international conference on unsaturated soils (UNSAT2018), Hong Kong, China

Marsal RJ (1967) Large scale testing of rockfill materials. J Soil Mech Found Div 93(2):27–43

Marsal RJ, Arellano LR, Guzmán MA, Adame H (1976) El Infiernillo. In behavior of dams built in Mexico. UNAM México: Instituto de Ingeniería, pp 239–312

Mcdowell GR (2003) Micromechanics of creep of granular materials. Géotechnique 53(10):915–916

Mcdowell GR, Bolton MD (1998) On the micromechanics of crushable aggregates. Géotechnique 48(5):667–679

Mesri G, Paul MG (1977) Time-and stress-compressibility interrelationship. J Geotech Geoenviron 103(5):417–430

Mesri G, Feng TW, Benak JM (1990) Postdensification penetration resistance of clean sands. J Geotech Eng 116(7):1095–1115

Mesri G, Vardhanabhuti B (2009) Compression of granular materials. Can Geotech J 46(2):369–392

Mosaddeghi MR, Hemmat A, Hajabbasi MA, Vafaeian M, Alexandrou A (2006) Plate sinkage versus confined compression tests for in situ soil compressibility studies. Biosyst Eng 93(3):325–334

Mountassir GE, Sánchez M, Romero E (2014) An experimental study on the compaction and collapsible behavior of a flood defence embankment fill. Eng Geol 179:132–145

Mun W, McCartney JS (2015) Compression mechanisms of unsaturated clay under high stresses. Can Geotech J 52(12):2099–2112

Oldecop LA, Alonso EE (2001) A model for rockfill compressibility. Géotechnique 51(2):127–139

Oldecop LA, Alonso EE (2007) Theoretical investigation of the time-dependent behaviour of rockfill. Géotechnique 57(3):289–301

Pasha AY, Khoshghalb A, Khalili N (2015) Pitfalls in interpretation of gravimetric water content-based soil-water characteristic curve for deformable porous media. Int J Geomech 16(6):D4015004

Rampino C, Mancuso C, Vinale F (2000) Experimental behaviour and modelling of an unsaturated compacted soil. Can Geotech J 37(4):748–763

Sharma RS (1998) Mechanical behaviour of unsaturated highly expansive clays. Ph.D. thesis, University of Oxford, UK

Sheng DC (2011) Review of fundamental principles in modelling unsaturated soil behaviour. Comput Geotech 38:757–776

Shi XS, Herle I (2014) Laboratory investigation of artificial lumpy materials. Eng Geol 183:303–314

Shi XS, Herle I (2016) Analysis of the compression behavior of artificial lumpy composite materials. Int J Numer Anal Methods Geomech 40(10):1438–1453

Shi XS, Herle I (2017) Numerical simulation of lumpy soils using a hypoplastic model. Act Geotech 12(2):349–363

Shi XS, Herle I (2017) A model for natural lumpy composite soils and its verification. Int J Solids Struct 121:240–256

Shi XS, Herle I, Muir Wood D (2018) A consolidation model for lumpy composite soils in open-pit mining. Géotechnique 68(3):189–194

Sivakumar V (1993) A critical state framework for unsaturated soil. Ph.D. thesis, University of Sheffield, UK

Sun D, Sun W, Yan W, Li J (2010) Hydro-mechanical behaviours of highly compacted sand-bentonite mixture. J Rock Mech Geotech Eng 2(1):79–85

Vanapalli SK, Fredlund DG, Pufahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33(3):379–392

Wheeler SJ, Sivakumar V (1995) An elasto-plastic critical state framework for unsaturated soil. Géotechnique 45(1):35–53

Yao YP, Qi SJ, Che LW (2016) Computational method of post-construction settlement for high-fill embankments. J Hydroelectr Eng 35(3):1–10 (in Chinese)

Yin JH (1999) Non-linear creep of soils in oedometer tests. Géotechnique 49(5):699–707

Yin JH (1999) Properties and behaviour of Hong Kong marine deposits with different clay contents. Can Geotech J 36(6):1085–1095

Yin JH, Graham J (1989) Viscous–elastic–plastic modelling of one-dimensional time-dependent behaviour of clays. Can Geotech J 26(2):199–209

Yin JH, Graham J (1994) Equivalent times and elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays. Can Geotech J 31(1):42–52

Yin JH, Zhu JG, Graham J (2002) A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification. Can Geotech J 39(1):157–173

Yin ZY, Chang CS, Karstunen M, Hicher PY (2010) An anisotropic elastic–viscoplastic model for soft clays. Int J Solids Struct 47(5):665–677

Zhou WH, Xu X, Garg A (2016) Measurement of unsaturated shear strength parameters of silty sand and its correlation with unconfined compressive strength. Measurement 93:351–358