Stress–strain behaviour of the sediments in the tertiary basins associated with the Alentejo–Plasencia fault in the province of Caceres (Spain)

Author:

Sánchez F. Escolano,Aguado M. Bueno

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. AENOR (1999) Geotecnia. Ensayos de campo y de laboratorio, Normas UNE, Madrid

2. Aubeny CP, Whittle AJ, Ladd CC (2000) Effects of disturbance on non-drained strengths interpreted from pressuremeter tests. Journal of geotechnical and geoenvironmental engineering 126:1133–1144

3. Benoit J (1995) Advances in pressuremeter technology with specific reference to clays. In the pressuremeter and its New Avenues, Proceedings of the 4th International. Symposium on Pressuremeters, Sherrbrooke: Balkema, pp 125–139

4. Briaud J (1990) Pavement design with the pavement pressuremeter. Proceedings of the Third International Symposium on Pressuremeters. Organised by British Geotechnical Society and Held al Oxford University American Society of Civil Engineers; (p 401)

5. Clough G.W (1990) The development of pressuremeter testing. Proceedings of the third international symposium on pressuremeters. Organised by British Geotechnical Society and held at Oxford University American Society of Civil Engineers; (p. 25)

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