1. Amann, F., Button, E. A., Evans, K. F., Gischig, V. S., & Blümel, M. (2011). Experimental study of the brittle behavior of clay shale in short-term unconfined compression. Rock Mechanics and Rock Engineering,
44(4), 415–430.
2. Amann, F., Kaiser, P. K., & Button, E. A. (2012a). Experimental study of the brittle behavior of clay shale in rapid triaxial compression. Rock Mechanics and Rock Engineering, 45(1), 21–33
3. Amann, F., Thoeny, R., & Martin, C. D. (2012b). Rock mechanical considerations associated with the construction of a nuclear waste repository in clay rock. In Proceedings of the 46th US Rock Mechanics/Geomechanics Symposium 2012, Chicago, American Rock Mechanics Association.
4. Amann, F., Wild, K. M., & Martin, C. D. (2015). The role of capillary suction and dilatancy on the interpretation of the confined strength of clay shales. In Proceedings of the 13th International Congress of Rock Mechanics/Shale Symposium, 2015, Montreal, International Society for Rock Mechanics.
5. Anagnostou, G. (2009). The effect of advance-drainage on the short-term behavior of squeezing rocks in tunneling. In Proceedings of the International symposium on computational geomechanics, Juan-Les-Pins, France (pp. 668–679).