Assessment of the effects of initial water contents on the pore pressure response of reconstituted clays

References

• Atkinson, J. H., & Little, J. A. (1988). Undrained triaxial strength and stress–strain characteristics of a glacial till soil. Canadian Geotechnical Journal, 25, 428–439.10.1139/t88-048
   Web of Science ®Google Scholar
• Aris, M., Benahmed, N., & Bonelli, S. (2012). Experimental geomechanics: A laboratory study on the behaviour of granular material using bender elements. European Journal of Environmental and Civil Engineering, 16, 97–110.10.1080/19648189.2012.668031
   Web of Science ®Google Scholar
• Balasubramaniam, A. S., Handali, S., & Wood, D. M. (1992). Pore pressure: Stress ratio relationship for soft Bangkok clay. Soils and Foundations, 32, 117–131.10.3208/sandf1972.32.117
   Google Scholar
• Bian, X., Hong, Z. S., & Zeng, L. L. (2012). Experimental study on pore-water pressure characteristics of reconstituted clays considering the influence of initial water content. Journal of Southeast University (Natural Science Edition), 42, 749–754 . (in Chinese).
   Google Scholar
• Bouazza, A., Van Impe, W. F., & Haegeman, W. (1996). Some mechanical properties of reconstituted Boom clay. Geotechnical and Geological Engineering, 14, 341–352.10.1007/BF00421948
   Google Scholar
• Bruhn, R. W. (1972). A study of the effects of pore pressure on the strength and deformability of Berea Sandstone in triaxial compression. US Department of the Army Technical Report, Engineering Study No. 552.
   Google Scholar
• Cerato, A. B., & Lutenegger, A. J. (2004). Determining intrinsic compressibility of fine-grained soils. Journal of Geotechnical and Geoenvironmental Engineering, 130, 872–877.10.1061/(ASCE)1090-0241(2004)130:8(872)
   Web of Science ®Google Scholar
• Eigenbrod, K. D., & Burak, J. B. (1991). Effective stress paths and pore-pressure responses during undrained shear along the bedding planes of varved Fort William Clay. Canadian Geotechnical Journal, 28, 804–811.10.1139/t91-097
   Web of Science ®Google Scholar
• Georgopoulos, S. (2010). Experimental geomechanics. European Journal of Environmental and Civil Engineering, 14, 1091–1111.
   Web of Science ®Google Scholar
• Graham, J., Crooks, J. H. A., & Lau, S. L. K. (1988). Yield envelopes: Identification and geometric properties. Géotechnique, 38, 125–134.10.1680/geot.1988.38.1.125
   Web of Science ®Google Scholar
• Graham, J., & Li, E. C. C. (1985). Comparison of natural and remolded plastic clay. Journal of Geotechnical Engineering, 111, 865–881.10.1061/(ASCE)0733-9410(1985)111:7(865)
   Google Scholar
• Head, K. H. (1992). Manual of soil laboratory testing: Soil classification and compaction tests (2nd ed.). London: Pentech Press Limited.
   Google Scholar
• Henkel, D. J. (1960). The shear strength of saturated remolded clays (pp. 533–554). Proc. Research Conference on shear strength of cohesive soils.
   Google Scholar
• Henkel, D. J., & Sowa, V. A. (1963). The influence of stress history on stress paths in undrained triaxial tests on clay (pp. 280–291). Laboratory shear testing of soils.
   Google Scholar
• Hong, Z. S., Bian, X., Cui, Y. J., Gao, Y. F., & Zeng, L. L. (2013). Effect of initial water content on undrained shear behaviour of reconstituted clays. Géotechnique., 63, 441–450.10.1680/geot.11.P.114
   Web of Science ®Google Scholar
• Hong, Z. S., Yin, J., & Cui, Y. J. (2010). Compression behaviour of reconstituted soils at high initial water contents. Géotechnique, 60, 691–700.10.1680/geot.09.P.059
   Web of Science ®Google Scholar
• Hong, Z. S., Zeng, L. L., Cui, Y. J., & Cai, Y. Q. (2012). Compression behaviour of natural and reconstituted clays. Géotechnique, 62, 291–301.10.1680/geot.10.P.046
   Web of Science ®Google Scholar
• Jrad, M., Sukumaran, B., & Daouadji, A. (2012). Experimental analyses of the behaviour of saturated granular materials during axisymmetric proportional strain paths. European Journal of Environmental and Civil Engineering, 16, 111–120.10.1080/19648189.2012.666900
   Web of Science ®Google Scholar
• Kamei, T., Ogawa, S., & Tanaka, N. (1987). The variation in undrained shear characteristics during consolidation process. Soils and foundations, 27, 91–98.10.3208/sandf1972.27.3_91
   Google Scholar
• Katti, D. R., Tang, J., & Yazdani, S. (2003). Undrained response of clays to varying strain rate. Journal of Geotechnical and Geoenvironmental Engineering, 129, 278–282.10.1061/(ASCE)1090-0241(2003)129:3(278)
   Web of Science ®Google Scholar
• Khera, R. P., & Krizek, R. J. (1968). Effect of principal consolidation stress difference on undrained shear strength. Soils and Foundations, 8, 1–17.10.3208/sandf1960.8.1
   Google Scholar
• Koutsoftas, D. (1981). Undrained shear behavior of a marine clay. Laboratory Shear Strength of Soil. ASTM Special Technical Publication, 740, 254–276.
   Google Scholar
• Law, K. T., & Bozozuk, M. (1979). A method of estimating excess pore pressures beneath embankments on sensitive clays. Canadian Geotechnical Journal, 16, 691–702.10.1139/t79-078
   Web of Science ®Google Scholar
• Law, K., & Holtz, R. (1978). A note on Skempton’s A parameter with rotation of principal stresses. Géotechnique, 28, 57–64.10.1680/geot.1978.28.1.57
   Web of Science ®Google Scholar
• Leonards, G. A. et al. (1984). Discussion on “Undrained shear strength anisotropy of normally consolidated cohesive soils”. Soils and Foundations, 24, 126–131.
   Google Scholar
• Leroueil, S., Tavenas, F., Trak, B., Rochelle, P. L., & Roy, M. (1978). Construction pore pressures in clay foundations under embankments. Part I: The Saint-Alban test fills. Canadian Geotechnical Journal, 15, 54–65.10.1139/t78-005
   Web of Science ®Google Scholar
• Mantaras, F. M., Odebrecht, E., & Schnaid, F. (2014). Using piezocone dissipation test to estimate the undrained shear strength in cohesive soil. Canadian Geotechnical Journal, 52, 318–325.
   Web of Science ®Google Scholar
• Mayne, P. W., & Stewart, H. E. (1988). Pore pressure behaviour of k0-consolidated clays. Journal of Geotechnical Engineering, 114, 1340–1346.10.1061/(ASCE)0733-9410(1988)114:11(1340)
   Google Scholar
• Mayne, P. W., & Swanson, P. G. (1981). The critical-state pore pressure parameter from consolidated-undrained shear tests. ASTM Special Technical Publication, 740, 410–430.
   Google Scholar
• Mira, P., Pastor, M., Li, T. C., & Liu, X. Q. (2004). Failure problems in soils. Revue Française de Génie Civil, 8, 735–759.
   Google Scholar
• Nakase, A., & Kamei, T. (1983). Undrained shear strength anisotropy of normally consolidated cohesive soils. Soils and foundations, 23, 91–101.10.3208/sandf1972.23.91
   Google Scholar
• Parry, R. H. G. (1960). Triaxial compression and extension tests on remoulded saturated clay. Géotechnique, 10, 166–180.10.1680/geot.1960.10.4.166
   Google Scholar
• Prashant, A., & Penumadu, D. (2005). A laboratory study of normally consolidated kaolin clay. Canadian Geotechnical Journal, 42, 27–37.10.1139/t04-076
   Web of Science ®Google Scholar
• Richardson, A. M., & Whitman, R. V. (1963). Effect of strain-rate upon undrained shear resistance of a saturated remoulded fat clay. Géotechnique, 13, 310–324.10.1680/geot.1963.13.4.310
   Google Scholar
• Skempton, A. W. (1954). The pore-pressure coefficients A and B. Géotechnique, 4, 143–147.10.1680/geot.1954.4.4.143
   Google Scholar
• Shafiee, A., Tavakoli, H. R., & Jafari, M. K. (2008). Undrained behavior of compacted sand-clay mixtures under monotonic loading paths. Journal of Applied Sciences, 8, 3108–3118.10.3923/jas.2008.3108.3118
   Google Scholar
• Sheahan, T. C., Ladd, C. C., & Germaine, J. T. (1996). Rate-dependent undrained shear behavior of saturated clay. Journal of Geotechnical Engineering, 122, 99–108.10.1061/(ASCE)0733-9410(1996)122:2(99)
   Google Scholar
• Sridharan, A., & Prakash, K. (1996). Discussion on “interpretation of oedometer test data for natural clays”. Soils and Foundations, 36, 146–148.
   Google Scholar
• Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice (3rd ed.). Wiley.
   Google Scholar
• Wood, D. M. (1991). Strength ratio, pore pressure parameter and effective stress change. Soils and foundations, 31, 194–199.10.3208/sandf1972.31.4_194
   Google Scholar
• Yi, X., Rowe, R. K., & Lee, K. M. (1993). Observed and calculated pore pressures and deformations induced by an earth balance shield. Canadian Geotechnical Journal, 30, 476–490.10.1139/t93-041
   Web of Science ®Google Scholar