Li, Tao, Meissner, Helmut (2002) Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 613-626 doi:10.1061/(asce)1090-0241(2002)128:7(613)

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Reference Type	Journal (article/letter/editorial)
Title	Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays
Journal	Journal of Geotechnical and Geoenvironmental Engineering
Authors	Li, Tao		Author
Authors	Meissner, Helmut		Author
Year	2002 (July)	Volume	128
Issue	7
Publisher	American Society of Civil Engineers (ASCE)
DOI	doi:10.1061/(asce)1090-0241(2002)128:7(613)Search in ResearchGate
	Generate Citation Formats
Mindat Ref. ID	9703514	Long-form Identifier	mindat:1:5:9703514:3
GUID	0
Full Reference	Li, Tao, Meissner, Helmut (2002) Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 613-626 doi:10.1061/(asce)1090-0241(2002)128:7(613)
Plain Text	Li, Tao, Meissner, Helmut (2002) Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 613-626 doi:10.1061/(asce)1090-0241(2002)128:7(613)
In	(2002, July) Journal of Geotechnical and Geoenvironmental Engineering Vol. 128 (7) American Society of Civil Engineers (ASCE)

	Kurup, Pradeep U., Dudani, Nitin K. (2002) Neural Networks for Profiling Stress History of Clays from PCPT Data. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 569-579 doi:10.1061/(asce)1090-0241(2002)128:7(569)
	*(2002) Reviewers. Journal of Geotechnical and Geoenvironmental Engineering, 128 (12). 1052-1054 doi:10.1061/(asce)1090-0241(2002)128:12(1052)*
	Foose, Gary J. (2002) Transit-Time Design for Diffusion through Composite Liners. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 590-601 doi:10.1061/(asce)1090-0241(2002)128:7(590)
	Juang, C. Hsein, Jiang, Tao, Andrus, Ronald D. (2002) Assessing Probability-based Methods for Liquefaction Potential Evaluation. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 580-589 doi:10.1061/(asce)1090-0241(2002)128:7(580)
	Svinkin, Mark R. (2002) Predicting Soil and Structure Vibrations from Impact Machines. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 602-612 doi:10.1061/(asce)1090-0241(2002)128:7(602)
	Gunnink, Brett, Kiehne, Chad (2002) Capacity of Drilled Shafts in Burlington Limestone. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 539-545 doi:10.1061/(asce)1090-0241(2002)128:7(539)
	Sugimoto, Mitsutaka, Sramoon, Aphichat (2002) Theoretical Model of Shield Behavior During Excavation. I: Theory. Journal of Geotechnical and Geoenvironmental Engineering, 128 (2). 138-155 doi:10.1061/(asce)1090-0241(2002)128:2(138)
	Li, Xiang Song, Dafalias, Yannis F. (2002) Constitutive Modeling of Inherently Anisotropic Sand Behavior. Journal of Geotechnical and Geoenvironmental Engineering, 128 (10). 868-880 doi:10.1061/(asce)1090-0241(2002)128:10(868)
	Watabe, Yoichi, Tsuchida, Takashi, Adachi, Kakuichiro (2002) Undrained Shear Strength of Pleistocene Clay in Osaka Bay. Journal of Geotechnical and Geoenvironmental Engineering, 128 (3). 216-226 doi:10.1061/(asce)1090-0241(2002)128:3(216)
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	Santagata, M. C., Germaine, J. T. (2002) Sampling Disturbance Effects in Normally Consolidated Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128 (12). 997-1006 doi:10.1061/(asce)1090-0241(2002)128:12(997)

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Li, Tao, Meissner, Helmut (2002) Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays. Journal of Geotechnical and Geoenvironmental Engineering, 128 (7). 613-626 doi:10.1061/(asce)1090-0241(2002)128:7(613)

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