Compacted states and physical properties of soil controlled by the degree of saturation during compaction

Fumio Tatsuoka; Toru Miura

doi:10.1051/e3sconf/20199218002

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 18002

References

Open Access

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


Article Number		18002
Number of page(s)		6
Section		Integrated Laboratory/Site Investigations, Geophysical Methods and Field Monitoring
DOI		https://doi.org/10.1051/e3sconf/20199218002
Published online		25 June 2019

F. Tatsuoka, Compaction characteristics and physical properties of compacted soil controlled by the degree of saturation, Keynote Lecture, Deformation characteristics of geomaterials, Proc. of 6^th Int. Conf. on Deformation Characteristics of Geomaterials, Buenos Aires, 40-78 (2015) [Google Scholar]
F. Tatsuoka & A. Gomes Correia, Importance of Controlling the Degree of Saturation in Soil Compaction linked to Soil Structure Design, Transportation Geotechnics 17, 3-27 (2018) [CrossRef] [Google Scholar]
F. Tatsuoka, T. Tanaka, K. Ueno, A. Duttine, &Y. Mohri, Soil properties and seismic stability of old and new Fujinuma dams, Proc. Int. Symp. on Qualification of dynamic analyses of dams and their equipment. Saint-Malo, France (.eds. Fry, J.-J. & Matsumoto, N.), 119-170 (2018) [Google Scholar]
A. Duttine, F. Tatsuoka, T. Shinbo & Y. Mohri, A new simplified seismic stability analysis taking into account degradation of soil undrained stress-strain properties and effects of compaction, Proc. Int. Sym. on Qualification of dynamic analyses of dams and their equipment, Saint-Malo, France (eds. Fry, J.-J. & Matsumoto, N.), 215-234 (2018) [Google Scholar]
A. Duttine, F. Tatsuoka & K. Ueno, Effects of compaction on soil undrained shear strength deteriorating during undrained cyclic loading and controlling seismic stability of embankment, Proc. 7^th Int. Sym. on Deformation Characteristics of Geomaterials, IS-Glasgow (2019) [Google Scholar]
T. Nemoto, & T. Sasaki, Soil compaction characteristics, Celebrating 30^th Anniversary Volume, Construction Method and Machinery Research Institute, 45-58 (in Japanese) (1994) [Google Scholar]
E. Mikuni, Study on the properties of fill dam core material and its compaction (No. 1), Monthly J. of JGS, Tsuchi-to-Kiso, 10(1), 4-12 (in Japanese) (1962) [Google Scholar]
J. Mitchell, G. Hooper & R. Campanella, Permeability of compacted clay, J. of Soil Mechanics and Foundation Div., ASCE 91, 41-65 (1965) [Google Scholar]
D.E. Daniel & C.H. Benson, Water content-density criteria for compacted soil liners, J. of Geotechnical Engineering 116-12, 1811-1830 (1990) [Google Scholar]
C.H. Benson & J.M. Trast, Hydraulic conductivity of thirteen compacted clays, Clays and Clay Minerals, 43-6, 669-681 (1995) [Google Scholar]
J.G. Joslin, Ohio’s typical moisture-density curves, ASTM STP239, Proc. of Symposium on Application of Soil Testing in Highway Design and Construction, 111-118 (1959) [CrossRef] [Google Scholar]
T. Tanaka, F. Tatsuoka & Y. Mohri, Earthquake-induced failure of Fujinuma Dam, Proc. Int. Sym. on Dams for a Changing World, 24th Congress ICOLD, Kyoto, 6.47-6.52 (2012) [Google Scholar]

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[1] F. Tatsuoka, Compaction characteristics and physical properties of compacted soil controlled by the degree of saturation, Keynote Lecture, Deformation characteristics of geomaterials, Proc. of 6^th Int. Conf. on Deformation Characteristics of Geomaterials, Buenos Aires, 40-78 (2015) [Google Scholar]

[2] F. Tatsuoka & A. Gomes Correia, Importance of Controlling the Degree of Saturation in Soil Compaction linked to Soil Structure Design, Transportation Geotechnics 17, 3-27 (2018) [CrossRef] [Google Scholar]

[3] F. Tatsuoka, T. Tanaka, K. Ueno, A. Duttine, &Y. Mohri, Soil properties and seismic stability of old and new Fujinuma dams, Proc. Int. Symp. on Qualification of dynamic analyses of dams and their equipment. Saint-Malo, France (.eds. Fry, J.-J. & Matsumoto, N.), 119-170 (2018) [Google Scholar]

[4] A. Duttine, F. Tatsuoka, T. Shinbo & Y. Mohri, A new simplified seismic stability analysis taking into account degradation of soil undrained stress-strain properties and effects of compaction, Proc. Int. Sym. on Qualification of dynamic analyses of dams and their equipment, Saint-Malo, France (eds. Fry, J.-J. & Matsumoto, N.), 215-234 (2018) [Google Scholar]

[5] A. Duttine, F. Tatsuoka & K. Ueno, Effects of compaction on soil undrained shear strength deteriorating during undrained cyclic loading and controlling seismic stability of embankment, Proc. 7^th Int. Sym. on Deformation Characteristics of Geomaterials, IS-Glasgow (2019) [Google Scholar]

[6] T. Nemoto, & T. Sasaki, Soil compaction characteristics, Celebrating 30^th Anniversary Volume, Construction Method and Machinery Research Institute, 45-58 (in Japanese) (1994) [Google Scholar]

[7] E. Mikuni, Study on the properties of fill dam core material and its compaction (No. 1), Monthly J. of JGS, Tsuchi-to-Kiso, 10(1), 4-12 (in Japanese) (1962) [Google Scholar]

[8] J. Mitchell, G. Hooper & R. Campanella, Permeability of compacted clay, J. of Soil Mechanics and Foundation Div., ASCE 91, 41-65 (1965) [Google Scholar]

[9] D.E. Daniel & C.H. Benson, Water content-density criteria for compacted soil liners, J. of Geotechnical Engineering 116-12, 1811-1830 (1990) [Google Scholar]

[10] C.H. Benson & J.M. Trast, Hydraulic conductivity of thirteen compacted clays, Clays and Clay Minerals, 43-6, 669-681 (1995) [Google Scholar]

[11] J.G. Joslin, Ohio’s typical moisture-density curves, ASTM STP239, Proc. of Symposium on Application of Soil Testing in Highway Design and Construction, 111-118 (1959) [CrossRef] [Google Scholar]

[12] T. Tanaka, F. Tatsuoka & Y. Mohri, Earthquake-induced failure of Fujinuma Dam, Proc. Int. Sym. on Dams for a Changing World, 24th Congress ICOLD, Kyoto, 6.47-6.52 (2012) [Google Scholar]