TECHNICAL NOTES
Apr 15, 2002

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.

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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).
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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 5May 2002
Pages: 595 - 598

History

Received: Mar 9, 2000
Accepted: Oct 2, 2001
Published online: Apr 15, 2002
Published in print: May 2002

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Authors

Affiliations

Tiande Miao
Professor, Dept. of Mechanics, Lanzhou Univ., Lanzhou 730000, China.
Zhongyu Liu
Assistant Professor, College of Civil Engineering, Zhengzhou Univ., Zhengzhou 450002, China.
Yonghong Niu
Postdoctoral Research Fellow, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Science, Lanzhou 730000, China.

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