1. Aggarwal, S. L., Malhotra, A. K., and Banerjee, R. (1979), Engineering properties of calcareous soils affecting the design of deep penetration piles for offshore structures, Proceedings 9th Annual Offshore Technology Conference, Houston, 3, pp. 503–512.
2. Anderson, K. H. (1976), Behavior of clay subjected to undrained cyclic loading, Conference on the Behavior of Offshore Structures, BOSS 76, Trondheim, Norwegian Geotechnical Institute.
3. Anderson, K. H., Hansteen, O. L., Hoeg, K., and Prevost, J. H. (1978), Soil Deformations Due to Cyclic Loads on Offshore Structures, Norwegian Geotechnical Institute, No. 16.
4. Andresen, A., Berre, T., Kieven, A., and Lunne, T. (1979), Procedures used to obtain soil parameters for foundation engineering in the North Sea, Marine Geotechnology, 3, pp. 201–266.
5. Angemeer, J., Carlson, E. D., and Klick, J. H. (1973) Techniques and results of offshore pile load testing in calcareous soils, Offshore Technology Conference, Houston, Paper 1894.