Evaluation of the coefficient of earth pressure at rest (K0) of a saturated-unsaturated colluvium soil

Lorena Gomes Abrantes; Tácio Mauro Pereira de Campos

doi:10.1051/e3sconf/20199207006

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 07006

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		07006
Number of page(s)		6
Section		Behaviour of Unsaturated Geomaterials
DOI		https://doi.org/10.1051/e3sconf/20199207006
Published online		25 June 2019

P.R. Vaughan, C.W. Kwan. Weathering, structure and in situ stress in residual soils. Géotechnique, 34, 1 43-59 (1984). [CrossRef] [Google Scholar]
T.S. Alvim, T.M.P. de Campos. Study of the coefficient of earth pressure at rest for unsaturated residual soils with different weathering degrees. 2^nd Panamerican Conference on Unsaturated Soils-PanAm-UNSAT, Texas, USA (2017). [Google Scholar]
C.E. Torres, J.E. Colmenares. Influence of Confining Stress on the Small Strain Stiffness of a Residual Soil under K⁰ Conditions. 2^nd Panamerican Conference on Unsaturated Soils-PanAm-UNSAT, Texas, USA (2017). [Google Scholar]
A.W. Bishop. The principle of effective stress. Tecknik Ukebland, 106, 39, 859-863 (1959). [Google Scholar]
K.Z. Andrawes, M.A. El-Sohby. Factors Affecting Coefficient of Earth Pressure Ko. Journal of Soil Mechanics and Foundation Engineering Division, Proceedings ASCE, 99, SM7, 527-539 (1973). [Google Scholar]
N. Lu, W.J. Likos. Unsaturated Soil Mechanics. John Wiley & Sons, (2004). [Google Scholar]
D.G. Fredlund, H Rahardjo. Soil Mechanics for Unsaturated Soils. Ed: John Wiley e Sons. United States of America, New York, 517 (1993). [Google Scholar]
N. Khalili, M.H. Khabbaz. A unique relationship for the determination of the shear strength of unsaturated soils. Géotechnique, 48, 5, 681-687 (1998). [CrossRef] [Google Scholar]
C.M.R Ting, G.C. Sills, D.C. Wijeyesekera. Development of K0 in soft soils. Géotechnique, 44, 1, 101-109 (1994). [CrossRef] [Google Scholar]
A.W. Bishop. Test requirements for measuring the coefficient of earth pressure at rest. Brussels Conference on Earth Pressure Problems, Brussels, Belgium, 1, 2-14, Discussion, 3, 36-39 (1958). [Google Scholar]
A.W. Bishop, Henkel. The Measurement of Soil Properties in the Triaxial Tests. Edward Arnold (Publishers) Ltd., London, (1957). [Google Scholar]
D.G. Toll. Triax-User Manual. Geotechnical Systems Group, School of Engineering, University of Durham. DH1 3LE UK, version 4.2, (2002). [Google Scholar]
R. Daylac. Development and use of a Ko measuring cell with suction control. Master’s dissertation, DEC/PUC-Rio, Rio de Janeiro, 180 (in Portuguese) (1994). [Google Scholar]
F.A.M. Marinho. Measurement of suction with the filter paper method. X Brazilian Congress of Soil Mechanics and Foundations Engineering, Foz do Iguaçu, PR, 2, 515-522, (in Portuguese) (1994). [Google Scholar]
L.G. Abrantes. Evaluation of the coefficient of earth pressure at rest (K0) of a saturated-unsaturated colluvium soil. Master’s dissertation, DEC/PUC-Rio, Rio de Janeiro, 150, (in Portuguese) (2019). [Google Scholar]
R.J. Chandler, C.I. Gutierrez. The filter-paper method of suction measurement. Geotechnique, 36, 2, 265-268 (1986). [CrossRef] [Google Scholar]
G.F.N. Gitirana Jr, D.G. Fredlund. Soil-water characteristic curve equation with independent parameters. Journal of Geotechnical and Geoenvironmental Engineering, 130, 2, 209-212 (2004) [CrossRef] [Google Scholar]
R.T. Delcourt. Effects of the weathering degree on the physical, chemical, mineralogical, microstructural and strength characteristics of a residual soil of phacoidal gneiss. Doctoral thesis, DEC/PUC-Rio, Rio de Janeiro, 286 (in Portuguese) (2018). [Google Scholar]

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[1] P.R. Vaughan, C.W. Kwan. Weathering, structure and in situ stress in residual soils. Géotechnique, 34, 1 43-59 (1984). [CrossRef] [Google Scholar]

[2] T.S. Alvim, T.M.P. de Campos. Study of the coefficient of earth pressure at rest for unsaturated residual soils with different weathering degrees. 2^nd Panamerican Conference on Unsaturated Soils-PanAm-UNSAT, Texas, USA (2017). [Google Scholar]

[3] C.E. Torres, J.E. Colmenares. Influence of Confining Stress on the Small Strain Stiffness of a Residual Soil under K⁰ Conditions. 2^nd Panamerican Conference on Unsaturated Soils-PanAm-UNSAT, Texas, USA (2017). [Google Scholar]

[4] A.W. Bishop. The principle of effective stress. Tecknik Ukebland, 106, 39, 859-863 (1959). [Google Scholar]

[5] K.Z. Andrawes, M.A. El-Sohby. Factors Affecting Coefficient of Earth Pressure Ko. Journal of Soil Mechanics and Foundation Engineering Division, Proceedings ASCE, 99, SM7, 527-539 (1973). [Google Scholar]

[6] N. Lu, W.J. Likos. Unsaturated Soil Mechanics. John Wiley & Sons, (2004). [Google Scholar]

[7] D.G. Fredlund, H Rahardjo. Soil Mechanics for Unsaturated Soils. Ed: John Wiley e Sons. United States of America, New York, 517 (1993). [Google Scholar]

[8] N. Khalili, M.H. Khabbaz. A unique relationship for the determination of the shear strength of unsaturated soils. Géotechnique, 48, 5, 681-687 (1998). [CrossRef] [Google Scholar]

[9] C.M.R Ting, G.C. Sills, D.C. Wijeyesekera. Development of K0 in soft soils. Géotechnique, 44, 1, 101-109 (1994). [CrossRef] [Google Scholar]

[10] A.W. Bishop. Test requirements for measuring the coefficient of earth pressure at rest. Brussels Conference on Earth Pressure Problems, Brussels, Belgium, 1, 2-14, Discussion, 3, 36-39 (1958). [Google Scholar]

[11] A.W. Bishop, Henkel. The Measurement of Soil Properties in the Triaxial Tests. Edward Arnold (Publishers) Ltd., London, (1957). [Google Scholar]

[12] D.G. Toll. Triax-User Manual. Geotechnical Systems Group, School of Engineering, University of Durham. DH1 3LE UK, version 4.2, (2002). [Google Scholar]

[13] R. Daylac. Development and use of a Ko measuring cell with suction control. Master’s dissertation, DEC/PUC-Rio, Rio de Janeiro, 180 (in Portuguese) (1994). [Google Scholar]

[14] F.A.M. Marinho. Measurement of suction with the filter paper method. X Brazilian Congress of Soil Mechanics and Foundations Engineering, Foz do Iguaçu, PR, 2, 515-522, (in Portuguese) (1994). [Google Scholar]

[15] L.G. Abrantes. Evaluation of the coefficient of earth pressure at rest (K0) of a saturated-unsaturated colluvium soil. Master’s dissertation, DEC/PUC-Rio, Rio de Janeiro, 150, (in Portuguese) (2019). [Google Scholar]

[16] R.J. Chandler, C.I. Gutierrez. The filter-paper method of suction measurement. Geotechnique, 36, 2, 265-268 (1986). [CrossRef] [Google Scholar]

[17] G.F.N. Gitirana Jr, D.G. Fredlund. Soil-water characteristic curve equation with independent parameters. Journal of Geotechnical and Geoenvironmental Engineering, 130, 2, 209-212 (2004) [CrossRef] [Google Scholar]

[18] R.T. Delcourt. Effects of the weathering degree on the physical, chemical, mineralogical, microstructural and strength characteristics of a residual soil of phacoidal gneiss. Doctoral thesis, DEC/PUC-Rio, Rio de Janeiro, 286 (in Portuguese) (2018). [Google Scholar]