Importance of controlling the degree of saturation in soil compaction linked to soil structure design

Author:

Tatsuoka Fumio,Gomes Correia António

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference32 articles.

1. Abe T, Fujioka K. Arai T, Kobayashi H, Mishima N. Changes in the strength characteristics due to changes in the water content of compacted embankment fill. In: Proc. 49th Japan national conference on geotechnical engineering, Kita-Kyushu; July, 2014. p. 1013–4 [in Japanese].

2. Compacted soil behavior: initial state, structure and constitutive modeling;Alonso;Géotechnique,2013

3. Asao I. About Miboro dam (paper related to No. 31 issue in 8th ICOLD), Large Dam. J Jpn Commission on Large Dams 1964;27:33–44 [in Japanese].

4. Hydraulic conductivity of thirteen compacted clays;Benson;Clays Clay Miner,1995

5. Biarez J, Liu H, Gomes Correia A, Taibi S. Stress-strain characteristics of soils interesting the serviceability of geomaterials structures. In: Jamiolkowski, et al., editors. Proc. II int. conf. on pre-failure deformation characteristics of geomaterials, IS Torino 99, vol. 1. Rotterdam: Balkema; 1999. p. 617–24.

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