Wheeler & Sivakumar (1995)Wheeler, S.J., & Sivakumar, V. (1995). An elasto-plastic critical state framework for unsaturated soils. Geotechnique, 45(1), 35-53. http://dx.doi.org/10.1680/geot.1995.45.1.35. http://dx.doi.org/10.1680/geot.1995.45.1...
|
Kaolinite (CL) |
Static compaction to 400 kPa |
Axis translation |
100-300 |
Drained |
Oedometer |
Outflow |
Net |
Sharma (1998)Sharma, R. (1998). Mechanical behaviour of unsaturated highly expansive soil [PhD thesis]. University of Oxford.
|
Bentonite-Kaolin (CH) |
Static compaction to 400 kPa |
Axis translation |
100-300 |
Drained |
Oedometer |
Outflow |
Net |
Maâtouk et al. (1995)Maâtouk, A., Leroueil, S., & La Rochelle, P. (1995). Yielding and critical state of collapsible unsaturated silty soil. Geotechnique, 45(3), 465-477. http://dx.doi.org/10.1680/geot.1995.45.3.465. http://dx.doi.org/10.1680/geot.1995.45.3...
|
Silt (ML) |
Tamped |
Axis translation |
0-600 |
Drained |
Isotropic |
None |
Net |
Rampino et al. (1999)Rampino, C., Mancuso, C., & Vinale, F. (1999). Laboratory testing on an unsaturated soil: equipment, procedures, and first experimental results. Canadian Geotechnical Journal, 36(1), 1-12. http://dx.doi.org/10.1139/t98-093. http://dx.doi.org/10.1139/t98-093...
|
Decomposed granite (ML) |
Compacted |
Axis translation |
0-400 |
Drained |
Isotropic/ Oedometer |
Outflow |
Net |
Al-Mukhtar et al. (1999)Al-Mukhtar, M., Alcover, J.-F., & Bergaya, F. (1999). Oedometric and water-retention behavior of highly compacted unsaturated smectites. Canadian Geotechnical Journal, 36(4), 675-684. http://dx.doi.org/10.1139/t99-035. http://dx.doi.org/10.1139/t99-035...
|
Na-Laponite (CH) |
Compacted |
Vapor equilibrium |
0-298000 |
Drained |
Oedometer |
CWC assumed |
Net |
Cunningham et al. (2003)Cunningham, M.R., Ridley, A.M., Dineen, K., & Burland, J.J. (2003). The mechanical behaviour of a reconstituted unsaturated silty clay. Geotechnique, 53(2), 183-194. http://dx.doi.org/10.1680/geot.2003.53.2.183. http://dx.doi.org/10.1680/geot.2003.53.2...
|
Silty Clay (CL) |
Static compaction to 200 kPa |
Tensiometer/Vapor equilibrium |
0-1000 |
Drained |
Isotropic |
CWC assumed |
Net |
Lloret et al. (2003)Lloret, A., Villar, M.V., Sanchez, M., Gens, A., Pintado, X., & Alonso, E.E. (2003). Mechanical behaviour of heavily compacted bentonite under high suction changes. Geotechnique, 53(1), 27-40. http://dx.doi.org/10.1680/geot.2003.53.1.27. http://dx.doi.org/10.1680/geot.2003.53.1...
|
Bentonite (CH) |
Static compaction to 20 MPa |
Vapor equilibrium |
0-500000 |
Drained |
Oedometer |
CWC assumed |
Net |
Cuisinier & Masrouri (2005)Cuisinier, O., & Masrouri, F. (2005). Hydromechanical behaviour of a compacted swelling soil over a wide suction range. Engineering Geology, 81(3), 204-212. http://dx.doi.org/10.1016/j.enggeo.2005.06.008. http://dx.doi.org/10.1016/j.enggeo.2005....
|
Silt-Bentonite (ML) |
Compacted |
Vapor equilibrium/Osmotic |
0-39700 |
Drained |
Oedometer |
CWC assumed |
Net |
Villar (2005)Villar, M.V. (2005). MX-80 bentonite: thermo-hydro-mechanical characterisation performed at CIEMAT in the context of the prototype project (Technical Report, No. 1053). Departamento de Impacto Ambiental de la Energía.
|
MX80 Bentonite (CH) |
Static compaction |
Vapor equilibrium |
0-1400 |
Drained |
Oedometer |
CWC assumed |
Net |
Geiser et al. (2006)Geiser, F., Laloui, L., & Vulliet, L. (2006). Elasto-plasticity of unsaturated soils: laboratory test results on a remoulded silt. Soil and Foundation, 46(5), 545-556. http://dx.doi.org/10.3208/sandf.46.545. http://dx.doi.org/10.3208/sandf.46.545...
|
Sion Silt (ML) |
Slurry consolidated |
Axis translation |
0-280 |
Drained |
Isotropic |
Outflow |
Net/Effective |
Jotisankasa et al. (2007)Jotisankasa, A., Ridley, A., & Coop, M. (2007). Collapse behavior of a compacted silty clay in the suction-monitored oedometer apparatus. Journal of Geotechnical and Geoenvironmental Engineering, 133(7), 867-877. http://dx.doi.org/10.1061/(ASCE)1090-0241(2007)133:7(867). http://dx.doi.org/10.1061/(ASCE)1090-024...
|
Silt-Clay (CL) |
Compacted |
Tensiometer/Filter Paper |
0-31800 |
CWC |
Oedometer |
CWC |
Net |
Thu et al. (2007)Thu, T.M., Rahardjo, H., & Leong, E.-C. (2007). Soil-water characteristic curve and consolidation behavior for a compacted silt. Canadian Geotechnical Journal, 44(3), 266-275. http://dx.doi.org/10.1139/t06-114. http://dx.doi.org/10.1139/t06-114...
|
Coarse Kaolinite (ML) |
Compacted |
Axis translation |
0-300 |
Drained |
Isotropic |
SWRC |
Net |
Casini (2008)Casini, F. (2008). Effetti del grado di saturazione sul comportamento meccanico di un limo [Ph.D. thesis]. “Sapienza” Università degli Studi di Roma.
|
Jossigny Silt (ML) |
Compacted |
Axis translation |
0-200 |
Drained |
Oedometer |
SWRC |
Net/Effective |
Salager et al. (2008)Salager, S., François, B., El Youssoufi, M.S., Laloui, L., & Saix, C. (2008). Experimental investigations of temperature and suction effects on compressibility and pre-consolidation pressure of a sandy silt. Soil and Foundation, 48(4), 453-466. http://dx.doi.org/10.3208/sandf.48.453. http://dx.doi.org/10.3208/sandf.48.453...
|
Sion Silt (ML) |
Slurry consolidated |
Axis translation |
0-300 |
Drained |
Isotropic/ Oedometer |
SWRC |
Net/Effective |
Uchaipichat & Khalili (2009)Uchaipichat, A., & Khalili, N. (2009). Experimental investigation of thermo-hydro-mechanical behaviour of an unsaturated silt. Geotechnique, 59(4), 339-353. http://dx.doi.org/10.1680/geot.2009.59.4.339. http://dx.doi.org/10.1680/geot.2009.59.4...
|
Bourke Silt (ML) |
Compacted |
Axis translation |
0-300 |
Drained |
Isotropic |
None |
Net/Effective |
Sun et al. (2010)Sun, D., Sun, W., & Xiang, L. (2010). Effect of degree of saturation on mechanical behavior of unsaturated soils and its elastoplastic simulation. Computers and Geotechnics, 37(5), 678-688. http://dx.doi.org/10.1016/j.compgeo.2010.04.006. http://dx.doi.org/10.1016/j.compgeo.2010...
|
Pearl Clay (CL) |
Compacted |
Axis translation |
100-150 |
Drained |
Isotropic |
Outflow |
Net |
Tang & Cui (2010)Tang, A.M., & Cui, Y.J. (2010). Experimental study on hydro-mechanical coupling behaviours of highly compacted expansive clay. Journal of Rock Mechanics and Geotechnical Engineering, 2(1), 39-43. http://dx.doi.org/10.3724/SP.J.1235.2010.00039. http://dx.doi.org/10.3724/SP.J.1235.2010...
|
MX80 Bentonite (CH) |
Static compaction to 40 MPa |
Vapor equilibrium |
0-110000 |
Drained |
Isotropic |
SWRC |
Net |
Uchaipichat (2010)Uchaipichat, A. (2010). Hydraulic hysteresis effect on compressibility of unsaturated soils. ARPN Journal of Engineering and Applied Science, 5(10), 92-97.
|
Kaolinite |
Compacted |
Axis translation |
0-300 |
Drained |
Isotropic |
None |
Effective |
Ye et al. (2012)Ye, W.M., Zhang, Y.W., Chen, B., Zheng, Z.J., Chen, Y.G., & Cui, Y.J. (2012). Investigation on compression behaviour of highly compacted GMZ01 bentonite with suction and temperature control. Nuclear Engineering and Design, 252, 11-18. http://dx.doi.org/10.1016/j.nucengdes.2012.06.037. http://dx.doi.org/10.1016/j.nucengdes.20...
|
GMZ01 Bentonite (CH) |
Compacted |
Vapor equilibrium |
0-110000 |
Drained |
Oedometer |
None |
Net |
Coccia & McCartney (2016)Coccia, C.J.R., & McCartney, J.S. (2016). Thermal volume change of poorly draining soils I: critical assessment of volume change mechanisms. Computers and Geotechnics, 80, 26-40. http://dx.doi.org/10.1016/j.compgeo.2016.06.009. http://dx.doi.org/10.1016/j.compgeo.2016...
|
Bonny Silt (ML) |
Compacted to e=0.75 to 0.82 |
Axis translation |
0-40 |
Drained |
Isotropic |
Outflow |
Effective |
Khosravi et al. (2016)Khosravi, A., Sajjad, S., Dadashi, A., & McCartney, J.S. (2016). Evaluation of the impact of drainage-induced hardening on the small strain shear modulus of unsaturated soils. International Journal of Geomechanics, 16(6), 1-10. http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0000614. http://dx.doi.org/10.1061/(ASCE)GM.1943-...
|
Bonny Silt (ML) |
Compacted to e=0.69 |
Axis translation |
0-55 |
Drained |
Isotropic |
Outflow |
Net/Effective |
Mun & McCartney (2017)Mun, W., & McCartney, J.S. (2017). Constitutive model for the drained compression of unsaturated clay to high stresses. Journal of Geotechnical and Geoenvironmental Engineering, 143(6), 04017014. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001662. http://dx.doi.org/10.1061/(ASCE)GT.1943-...
|
Boulder Clay (CL) |
Compacted to e=0.51 |
Axis translation at compacted |
0-150 |
Drained |
Isotropic |
Outflow |
Effective |
Khosravi et al. (2018)Khosravi, A., Rahimi, M., Gheibi, A., & Mahdi Shahrabi, M. (2018). Impact of plastic compression on the small strain shear modulus of unsaturated silts. International Journal of Geomechanics, 18(2), 04017138. http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0001031. http://dx.doi.org/10.1061/(ASCE)GM.1943-...
|
Bonny Silt (ML) |
Compacted to e=0.85 |
Axis translation |
0-100 |
Drained |
Isotropic |
Outflow |
Net |
Li et al. (2018)Li, Z.-S., Derfouf, F.-E.M., Benchouk, A., Abou-Bekr, N., Taibi, S., & Fleureau, J.-M. (2018). Volume change behavior of two compacted clayey soils under hydraulic and mechanical loadings. Journal of Geotechnical and Geoenvironmental Engineering, 144(4), 04018013. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001851. http://dx.doi.org/10.1061/(ASCE)GT.1943-...
|
Boughrara clay (CH) |
Compacted |
Vapor equilibrium |
200-8000 |
Drained |
Oedometer |
Electrical Res. |
Net |
Haeri et al. (2019)Haeri, S.M., Garakani, A.A., Roohparvar, H.R., Desai, C.S., Ghafouri, S.M.H.S., & Kouchesfahani, K.S. (2019). Testing and constitutive modeling of lime-stabilized collapsible loess. I: experimental investigations. International Journal of Geomechanics, 19(4), 04019006. http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0001364. http://dx.doi.org/10.1061/(ASCE)GM.1943-...
|
Loess (CL) |
Compacted |
Axis translation |
0-400 |
Drained |
Oedometer |
SWRC |
Net |