Masse, F., et al., Vacuum Consolidation -A Review of 12 Years of Successful Development, (2001)
 Schiffman, R.L. Consolidation of soil under time-dependant loading and varying permeability, in: Highw. Res. Board Proc., 1958.
 Wilson, N.E., Elgohary, M.M. Consolidation of soils under cyclic loading, Can. Geotech. J. 11 (1974) 420–423.
 Alonso, E.E., Krizek, R.J. Randomness of settlement rate under stochastic load, ASCE J Eng Mech Div. 100 (1974) 1211–1226.
 Olson, R.E. Consolidation under time-dependent loading, J. Geotech. Eng. Div. 103 (1977) 55–60.
 Baligh, M.M., Levadoux, J.N. Consolidation theory for cyclic loading, J. Geotech. Eng. Div. 104 (1978) 415–431.
 Ying-chun, Z., Kang-he, X., Xi-bin, L. Nonlinear analysis of consolidation with variable compressibility and permeability, J. Zhejiang Univ. A. 6 (2005) 181–187.
 Chai, J.-C., Carter, J.P. and Hayahsi, S. Ground deformation induced by vacuum consolidation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(12), (2005) 1552–1561.
 Chai, J.-C., Miura, N. and Bergado, D. T. Preloading clayey deposit by vacuum pressure with cap-drain: Analyses versus performance. Geotextiles and Geomembranes, 26(3), (2008) 220–230.
 Toufigh, M.M., Ouria, A. Consolidation of inelastic clays under rectangular cyclic loading, Soil Dyn. Earthq. Eng. 29 (2009) 356– 363.
 Chai, J.-C., Hong, Z.-S. and Shen, S.-L. Vacuum-drain consolidation induced pressure distribution and ground deformation. Geotextiles and Geomembranes, 28(6), (2010) 525–535.
 Kosaka T, KawaidaM, Yamada K and ToyotaM., 10 meters of ground settlement behaviors induced by vacuum consolidation and high embankment highway construction. Proceedings of the 46th Annual Meeting of Japanese Geotechnical Society, Kobe, Japan, (2010) 853–854 (in Japanese).
 Chai JC, Ong CY, Carter JP and Bergado DT., Lateral displacement under combined vacuum pressure and embankment loading.Ge´otechnique 63(10), (2010) 842–856
 Indraratna, B., Recent advances in the application of vertical drains and vacuum preloading in soft soil stabilisation, (2010).
 Kargar, S., Moosavi, A. Bidirectional water transport through non-straight carbon nanotubes, J. Mol. Liq. 276 (2019) 39–46.
 Rujikiatkamjorn, C., Indraratna, B., Chu, J. 2D and 3D numerical modeling of combined surcharge and vacuum preloading with vertical drains, Int. J. Geomech. 8 (2008) 144–156.
 Reihani, A., Soleimani, A., Kargar, S., Sundararaghavan, V., Ramazani, A. Graphyne Nanotubes: Materials with Ultralow Phonon Mean Free Path and Strong Optical Phonon Scattering for Thermoelectric Applications, J. Phys. Chem. C. 122 (2018) 22688–22698.
 Dam, L.T.K, Sandanbata, I and Kimura, M., Vacuum Consolidation Method-Worldwide Practice and the Latest Improvement in Japan (2006)
 Walker, R., Indraratna, B. Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method, (2009).
 Indratna, B., Rujikiatkamjorn, C., Ameratunga, J. and Boyle, P., Performance and Prediction of Vacuum Combined Surcharge Consolidation at Port of Brisbane. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(5), (2011) 550–554.
 GEO-SLOPE International Ltd, GeoStudio 2007 Add-Ins Programming Guide and Reference[M]. 2007.