Evaluation of preconsolidation stress by shear wave velocity |
Yoon, Hyung-Koo
(School of Civil, Environmental and Architectural Engineering, Korea University)
Lee, Changho (School of Civil, Environmental and Architectural Engineering, Korea University) Kim, Hyun-Ki (School of Civil and Environmental Engineering, Kookmin University) Lee, Jong-Sub (School of Civil, Environmental and Architectural Engineering, Korea University) |
1 | ASTM D2435 (2004), "Standard test method for one-dimensional consolidation properties of soils using incremental loading", Annual Book of ASTM Standard. |
2 | Becker, D.E., Crooks, J.H.A., Been, K. and Jefferies, M.G. (1987), "Work as a criterion for determining in situ and yield stresses in clays", Can. Geotech. J., 24(4), 49-564. |
3 | Burland, J.B. (1990), "On the compressibility and shear strength of natural clays", Geotechnique, 40(3), 329-378. DOI |
4 | Burmister, D.M. (1951), "The applications of controlled test methods in consolidation testing", Proceedings of the Symposium on Consolidation Testing of Soils., Special Technical Publication. |
5 | Butterfield, R. (1979), "A natural compression law for soils (an advance on e-logp')", Geotechnique, 29(4), 469-480. DOI |
6 | Casagrande, A. (1936), "The determination of the pre-consolidation load and its practical significance", Proceedings of the 1st International Soil Mechanics and Foundation Engineering Conference, Cambridgd, Mass., Ed., Casagrande. |
7 | Grozic, J.L.H., Lunne, T. and Pande, S. (2003), "An oedometer test study on the preconsolidation stress of glaciomarine clays", Can. Geotech. J., 40(5), 857-872. DOI ScienceOn |
8 | Houlsby, G.T. and Sharma, R.S. (1999), "A conceptual model for the yielding and consolidation of clays", Geotechnique, 49(4), 491-501. DOI |
9 | Imai, G. (1979), "Development of new consolidation test procedure using seepage force", Soils Found., 19(3), 45-60. DOI |
10 | Janbu, N. (1969), "The resistance concept applied to deformation of soils", Proceedings of the 7th International Soil Mechanics and Foundation Engineering Conference, Mexico City, A. A. Balkema, Rotterdam. |
11 | Jose, B.T., Sridharan, A. and Abraham, B.M. (1989), "Log-log method for determination of preconsolidation pressure", Geotech. Testing J. ASTM, 12(3), 230-237. DOI |
12 | Khan, P.A, Madhav, M.R. and Reddy, E.S. (2010), "Consolidation of thick clay layer by radial flow non-linear theory", Geomech. Eng., 2(2), 157-160. DOI |
13 | Kwon, T.H. and Cho, G.C. (2005), "Smart geophysical characterization of particulate materials in a laboratory", Smart Struct. Syst., 1(2), 217-233. DOI |
14 | Lee, C., Lee, J.S., Lee, W. and Cho, T.H. (2008), "Experiment setup for shear wave and electrical resistance measurements in an oedometer", Geotech. Test. J., 31(2), 149-156. |
15 | Lee, J.S. and Santamarina, J.C., (2005), "Bender elements: performance and signal interpretation", J. Geotech. Geoenviron., 131(9), 1063-1070. DOI ScienceOn |
16 | Lee, J.S., Fernandez, A.L. and Santamarina, J.C. (2005), "S-wave velocity tomography: small-scale laboratory application." Geotech. Test. J., 28(4), 336-344. |
17 | Nagaraj, T.S. and Srinivasa Murthy, B.R. (1983), "Rationalization of Skempton's compressibility equation", Geotechnique, 33(4), 433-443. DOI ScienceOn |
18 | Negussey, D. and Vaid, Y.P. (1995), "Estimating maximum past pressures in clay", Proceedings of the International Symposium on Compression and Consolidation of Clayey soils, Hiroshima. |
19 | Onitsuka, K., Hong, Z., Hara, Y. and Yoshitake, S. (1995), "Interpretation of oedometer test data for natural clays", Soils Found., 35(3), 61-70. DOI |
20 | Schmertmann, J.H. (1955), "The undisturbed consolidation behavior of clay", TAS Civil Engineers, 20, 1201-1233. |
21 | Shang, J.Q., Tang, Q.H. and Xu, Y.Q. (2009), "Consolidation of marine clay using electrical vertical drains", Geomech. Eng. 1(4), 275-289. DOI |
22 | Sridharan, A., Abraham, B.M. and Jose, B.T. (1991), "Improved technique for estimation of preconsolidation pressure", Geotechnique, 41(2), 263-268. DOI |
23 | Wanatowski, D., Chu, J. and Gan, C.L. (2009), "Compressibility of Changi sand in K0 consolidation", Geomech. Eng., 1(3), 241-257. DOI |
24 | Zeng, X. (2006), "Applications of piezoelectric sensors in geotechnical engineering", Smart Struct. Syst., 2(3), 237-251. DOI |
25 | Wang, L.B. and Frost, J.D. (2004), "Dissipated strain energy method for determining preconsolidation pressure", Can. Geotech. J., 41(4), 760-768. DOI ScienceOn |