Evaluation of the undrained shear strength of Busan clay

Author:

Chung Sung-Gyo,Hong Yang-Pyo,Lee Jung-Man,Min Se-Chan

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference35 articles.

1. Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). “Use of in situ tests for foundation design on clay.” Use of In Situ Tests on Geotechnical Engineering, Vol. 1, pp. 1–30.

2. Bjerrum, L. (1972). “Embankments on soft ground; SOA report.” ASCE Special Conf. Performance of Earth and Earth-Supported Structures, Purdue Univ., Lafayette, In., Vol. 2, pp. 1–54.

3. Chandler, R. J. (1988). “The in-situ measurement of the undrained shear strength of clays using the field vane.” Vane Shear Strength Testing in Soils: Field and Laboratory Studies, ASTM, Vol. STP 1014, pp. 13–44.

4. Chung, S. G. (2005). Keynote Lecture: “Sampling techniques and their effects in characterizing of Pusan clay.” Proceedings of International Conf on Civil and Environmental Engineering, ICCEE-2005, Higashi-Hiroshima, Hiroshima University, Japan, Oct., Vols. 26–27, pp. 29–59.

5. Chung S. G., Baek, S. H., Ryu, C. K., and Kim, S. W. (2003). “Geotechnical characterization of Pusan clays.” Proceeding of Korea-Japan Joint Workshop, Characterization of Thick Clay Deposits, Reclamation and Port Construction, Busan, Korea, pp. 3–44.

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