Author:
Zhu Qi-Yin,Yin Zhen-Yu,Zhang Dong-Mei,Huang Hong-Wei
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference44 articles.
1. Bjerrum, L. (1967). “Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of building.” Géotechnique, Vol. 17, No. 2, pp. 81–118, DOI: 10.1680/geot.1967.17.2.83 .
2. Burland, J. B. (1990). “On the compressibility and shear strength of natural clays.” Géotechnique, Vol. 40, No. 3, pp. 329–378, DOI: 10.1680/geot.1990.40.3.329 .
3. Gens, A. and Nova, R. (1993). ‘Conceptual bases for a constitutive model for bonded soils and weak rocks.” In Proceedings of International Symposium on Hard Soils — Soft Rocks, Athens, pp. 485–494.
4. Graham, J., Crooks, J. H. A., and Bell, A. L. (1983). “Time effects on the stress-strain behaviour of natural soft clays.” Géotechnique, Vol. 33, No. 3, pp. 327–340, DOI: 10.1680/geot.1983.33.3.327 .
5. Hinchberger, S. D. and Qu, G. (2009). “Viscoplastic constitutive approach for rate-sensitive structured clays.” Canadian Geotechnical Journal, Vol. 46, No. 6, pp. 609–626, DOI: 10.1139/T08-133 .
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