Research of One-Dimensional Consolidation of Clays Considering Their Rehological Properties
Abstract
Full text article
References
Terzaghi K, Peck R B, Mesri G. Soil mechanics in engineering practice[M]. John Wiley & Sons, 1996.
Biot M A. General theory of three-dimensional consolidation[J]. Journal of applied physics, 1941, 12(2):
-164.
Liu Mingqian. Research on Rheological and Consolidation Properties of Tianjin Coastal Soft Soil[D]. Jilin University of China, 2016.
Crawford C B. Interpretation of consolidation tests [J]. Journal of Soil Mechanics and Foundation Division, ASCE, 1964, 90(5): 87-102.
Casagrande, A. The determination of the preconsolidation load and its practical significance[C]. Proc.Ist ICSMFE, 1936, 3: 60-64.
Qian Jiahuan, Application of Rheology Theory in Soil Mechanics [C]. Selected papers of the fourth national conference on soil mechanics and basic engineering, China Construction Industry Press,1986.
Qian Jiahuan, Wang Shengyuan, Guo Zhiping. Application of Rheology Theory in Soil Mechanics [C]//
Selected papers of the national conference on soil mechanics and basic engineering, China Construction
Industry Press. 1983.
Liu Shiming, Zeng Guoxi. On the secondary deformation of soft clay[J]. Journal of Zhejiang University
(Engineering Science), 1990(6):840-848.
Yin J H, Zhu J G, Graham J. A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification[J]. Canadian Geotechnical Journal, 2002, 39(1): 157-173.
SEKIGUCHI H, TORIIHARA M. Theory of one-dimensional consolidation of clays with consideration of
their rheological properties[J]. Soils and Foundations, 1976, 16(1): 27-44.
Liu Xiliang. Principles of soil mechanics [M]. China University of Mining and Technology Press, 2015.
Ma Boning. Research on Rheological Consolidation of Soft Clayey Soils in Dual Scale[D]. Zhejiang University, 2013.
Qi Yajing, Jiang Qinghui, Wang Zhijian. 3D Creep Constitutive Equation of Modified Nishihara Model and its Parameters Identification [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2):347-355.
Wang Zhongwen, Yuan Zhiqiang, Li Bin. Study on Creep Characteristic of Tertiary Argillaceous Rock in
Loess Area [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(s2):004008-4015.
Niemunis A, Krieg S. Viscous behaviour of soil under oedometric conditions [J]. Canadian Geotechnical
Journal, 1996, 33(1): 159-168.
Chen Yuanhong, Hong Baoning, Gong Daoyong. Modified Cambridge visco-elastic-plasticity model considering rheology of soil [J]. Journal of Hohai University (Natural Science Edition), 2002, 30(5):44-47.
Bjerrum L. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings[J]. Geotechnique, 1967, 17(2): 83-118.
Yin J H, Zhu J G. Measured and predicted time-dependent stress-strain behaviour of Hong Kong marine deposits[J]. Canadian Geotechnical Journal, 1999, 36(4): 760-766.
Li Ronghua. Partial differential equation numerical solution (second edition) [M]. Higher Education Press, 2010.
Lu Tinghao, Liu Zude, Chen Guoxing. Advanced soil mechanics [M]. Machinery Industry Press, 2006.
Authors
Copyright (c) 2018 Chen Zhuo, Deng JinGen, Yu Baohua, Weng Haoyang, Wang Jie, Yan Xinjiang
This work is licensed under a Creative Commons Attribution 4.0 International License.
- The Author shall grant to the Publisher and its agents the nonexclusive perpetual right and license to publish, archive, and make accessible the Work in whole or in part in all forms of media now or hereafter known under a Creative Commons Attribution 4.0 License or its equivalent, which, for the avoidance of doubt, allows others to copy, distribute, and transmit the Work under the following conditions:
- Attribution: other users must attribute the Work in the manner specified by the author as indicated on the journal Web site;
With the understanding that the above condition can be waived with permission from the Author and that where the Work or any of its elements is in the public domain under applicable law, that status is in no way affected by the license.
- The Author is able to enter into separate, additional contractual arrangements for the nonexclusive distribution of the journal's published version of the Work (e.g., post it to an institutional repository or publish it in a book), as long as there is provided in the document an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post online a pre-publication manuscript (but not the Publisher's final formatted PDF version of the Work) in institutional repositories or on their Websites prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (see The Effect of Open Access). Any such posting made before acceptance and publication of the Work shall be updated upon publication to include a reference to the Publisher-assigned DOI (Digital Object Identifier) and a link to the online abstract for the final published Work in the Journal.
- Upon Publisher's request, the Author agrees to furnish promptly to Publisher, at the Author's own expense, written evidence of the permissions, licenses, and consents for use of third-party material included within the Work, except as determined by Publisher to be covered by the principles of Fair Use.
- The Author represents and warrants that:
- The Work is the Author's original work;
- The Author has not transferred, and will not transfer, exclusive rights in the Work to any third party;
- The Work is not pending review or under consideration by another publisher;
- The Work has not previously been published;
- The Work contains no misrepresentation or infringement of the Work or property of other authors or third parties; and
- The Work contains no libel, invasion of privacy, or other unlawful matter.
- The Author agrees to indemnify and hold Publisher harmless from Author's breach of the representations and warranties contained in Paragraph 7 above, as well as any claim or proceeding relating to Publisher's use and publication of any content contained in the Work, including third-party content.
This work is licensed under a Creative Commons Attribution 4.0 International License.