Equipment for Measurement of Shear Strength of Unsaturated Soil

Modified triaxial cell for measurement of unsaturated shear strength, Thu et al 2006, Rahardjo et al 2004, Lim et al 1996, Fredlund and Rahardjo 1993

Triaxial cell for unsaturated soil testing, Thu et al 2006, Rahardjo et al 2004, Lim et al 1996, Fredlund and Rahardjo 1993 

Modified triaxial apparatus for shearing-infiltration test, Meilani et al 2005, Melinda et al 2004, Meilani et al 2002, Wong et al 2001

Mini suction probe for matric suction measurement during shearing-infiltration test, Meilani et al 2005, Melinda et al 2004, Meilani et al 2002, Wong et al 2001

Cross-sectional view of the shear box and the pressure chamber for direct shear test, Schnellman et al 2013, Fredlund and Rahardjo 2012, Fredlund and Rahardjo 1993

Direct shear for shear strength test of unsaturated soil, Schnellman et al 2013, Fredlund and Rahardjo 2012, Fredlund and Rahardjo 1993 

References

1. Schnellmann, R., Rahardjo, H. and Schneider, H. R. (2013). “Unsaturated shear strength of a silty sand.” Engineering Geology, June, 162, 88-96. doi |handle
2. Fredlund, D. G., Rahardjo, H. and Fredlund, M. D. (2012). Unsaturated soil mechanics in engineering practice, John Wiley & Sons, Inc., New York, 926 pages (ISBN 978-1-118-13359-0). doi
3. Thu, H., Rahardjo, H. and Leong, E. C. (2006). “Shear strength and pore-water pressure characteristics during constant water content triaxial tests.” Journal of Geotechnical and Geoenvironmental Engineering, March, 132(3), 411–419. doi |handle
4. Meilani, I., Rahardjo, H. and Leong, E. C. (2005). “Pore-water pressure and water volume change of an unsaturated soil under infiltration conditions.” Canadian Geotechnical Journal, December, 42(6), 1509–1531. doi | handle
5. Melinda, F., Rahardjo, H., Han, K. K. and Leong, E. C. (2004). “Shear strength of compacted soil under infiltration condition.” Journal of Geotechnical and Geoenvironmental Engineering, August, 130(8), 807–817. doi | handle
6. Rahardjo, H., Ong, B. H., Leong, E. C., (2004). “Shear strength of a compacted residual soil from consolidated drained and constant water content triaxial tests.” Canadian Geotechnical Journal, June, 41(3), 421-436. doi | handle
7. Meilani, I., Rahardjo, H., Leong, E. C. and Fredlund, D. G. (2002). “Mini suction probe for matric suction measurement.” Canadian Geotechnical Journal, December, 39(6), 1427-1432. doi | handle
8. Wong, J. C., Rahardjo, H., Toll, D. G. and Leong, E. C. (2001). “Modified triaxial apparatus for shearing-infiltration test.” Geotechnical Testing Journal, December, 24(4), 370-380. doi | handle
9. Lim, T. T., Rahardjo, H., Chang, M. F. and Fredlund, D. G. (1996). “Effect of rainfall on matric suction in a residual soil slope.” Canadian Geotechnical Journal, 33(4), 618-628. doi | handle
10. Fredlund, D. G. and Rahardjo, H. (1993). Soil mechanics for unsaturated soils,John Wiley & Sons, New York, 517 pages (ISBN 0-471-85008-X). doi