Mechanical Behaviour of a Compacted Residual Soil of Gneiss from Brazil under Constant Water Content Condition

Author:

de Oliveira Orlando Martini,Li Ping,Marinho Fernando A. M.,Vanapalli Sai K.

Funder

FAPESP

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. Bishop AW (1960) The principle of effective stress. Tek Ukebl 106(39):859–863

2. Chen CL, Zhang DF, Dong YZ, Chen H, Yu DB, Xue JX (2006) Suction and mechanical behaviors of unsaturated intact loess from constant water content triaxial tests. Chin J Geotech Eng 36(7):1195–1202 (in Chinese)

3. Colmenares JE, Ridley AM (2002) Stress–strain and strength relationships for a reconstituted clayey silt. In: Proceedings of the 3rd international conference on unsaturated soils, Recife, Brazil

4. Elkady TY, Al-Mahbashi AM (2012) Effect of vertical stress on the soil water characteristic curve of highly expansive soils. In: Proceedings of the 2nd European conference on unsaturated soils, Napoli, Italy

5. Fredlund DG, Morgenstern NR (1977) Stress state variables for unsaturated soils. J Geotech Eng Div 103(5):447–466

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