Unified Catastrophic Model for Collapsible Loess
Publication: Journal of Engineering Mechanics
Volume 128, Issue 5
Abstract
A unified model considering the microstructure instability and a set of complete constitutive relations, which describes the volumetric collapse and shearing collapse simultaneously, is developed for collapsible loess in the framework of the catastrophe theory. The validity of the model is verified by comparing the results calculated using the model with the data of triaxial compression tests performed on Lanzhou loess. The following characteristics of collapsing deformation are explained and reproduced successfully using the model: (1) the existence of two turning points on each deformation curve, (2) the shear curves under various stress ratios intersect one another, (3) the ratio of the shear strain to the volumetric strain is a function of the stress ratio, and (4) the initial collapse condition is approximately a circle.
Get full access to this article
View all available purchase options and get full access to this article.
References
Chen, Z., Xu, Z., and Liu, Z.(1986). “Some problems on the collapse of collapsible loess.” China Civ. Eng. J., Beijing, 3, 86–94 (in Chinese).
Gao, G.(1988). “Formation and development of the structure of collapsing loess in China.” Eng. Geol. (Amsterdam), 25, 235–245.
Lowe, J., and Johnson, T. C. (1960). “Use of back pressure to increase degree of saturation of triaxial test specimens.” Proc., Res. Conf. Shear Strength of Cohesive Soils, Boulder, Colo. 819–836.
Miao, T. D., and Wang, Z. G.(1991). “Deformation mechanism of collapsible loess in consideration of the microstructure instability.” Catena Suppl., 20, 93–105.
Poston, T., and Stewart, I. N. (1978). Catastrophe theory and its applications. Pitman, London, 123–171.
Rogers, C. D. F., Digkstra, T. A., and Smalley, I. J.(1994). “Hydroconsolidation and subsidence of loess: Studies from China, Russia, North America, and Europe.” Eng. Geol. (Amsterdam), 37, 83–113.
Skempton, A. W.(1954). “The pore-pressure coefficients A and B.” Geotechnique, 4(2), 143–147.
Tan, T.(1988). “Fundamental properties of loess from Northwestern China.” Eng. Geol. (Amsterdam), 25, 103–133.
Yang, Y.(1989). “Study of the mechanism of loess collapse.” Sci. China, Ser. B: Chem., 32(5), 604–617 (in Chinese).
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Mar 9, 2000
Accepted: Oct 2, 2001
Published online: Apr 15, 2002
Published in print: May 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.