Sand Shear Band Thickness Measurements by Digital Imaging Techniques
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Computer Science Applications,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3801%281999%2913%3A2%28103%29
Reference16 articles.
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2. Bhatia S. K. and Soliman A. F. ( 1990). “Frequency distribution of void ratio of granular materials determined by an image analyzer.” Soils and Foundations Tokyo 30(1) 1–16.
3. Desrues J. Chambon R. Mokni M. and Mazerolle F. ( 1996). “Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography.” Géotechnique London (3) 529–546.
4. Han C. and Drescher A. ( 1993). “Shear bands in biaxial tests on dry coarse sand.” Soils and Foundations Tokyo 33(1) 118–132.
5. Hilliard J. E. ( 1968). “Measurement of volume in volume.” Quantitative Microscopy R. T. DeHoff and F. N. Rhines eds. McGraw-Hill New York.
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