T. G. Sitharam and S D Anitha Kumari (2016), Discrete element modeling: Principle and application in weak cemented particulate materials, Rock Mechanics And Engineering, edited by Xia-Ting Feng, CRC – Taylor and Francis group. Vol 3 Chapter 10, (Chapter accepted).
Anitha Kumari S D & T G Sitharam(2011). Micromechanical characterization and prediction of undrained response from drained triaxial shear tests in granular media under monotonic loading, Geomechanics and Geotechnics: From Micro to Macro, Edited by Malcolm Bolton, CRC Press, pp 597–602.
Samui P., Sarat Das and Sitharam T.G. (2009). “Application of Soft Computing Techniques to Expansive Soil Characterization”, Springer-Verlag Series, Netherlands.
Sitharam T.G. and Vinod J.S. (2007). “Influence of stress path on dynamic properties of granular materials”, Design of Foundations in Seismic Areas: Principles and Applications, Subhamoy Bhattacharya (ed.), NICEE, India, pp. 185-193.
Sitharam T.G. (2006). “Equivalent continuum analyses of jointed Rock mass: A Practical Approach” Chapter in the Book “Rock Engineering” edited and authored by Prof. T. Ramamurthy, Professor Emeritus, IIT, New Delhi, Tata McGraw Hill, New Delhi. 24 pages (Invited chapter).
Sitharam T.G., Dinesh S.V. and Srinivasa Murthy B.R. (2004). “Critical State Behaviour of Granular Materials Using Three Dimensional Discrete Element Modeling”, ROYAL SOCIETY OF CHEMISTRY Proceedings, U.K., Chapter 5, 135- 156.
SitharamT.G. (1999). “Micromechanical modeling of granular media: The power of discrete element modeling, Geotechnical Engineering Series, Distinct Element Modeling”, edited by V. M. Sharma, K. R. Saxena and D. M. Woods, published by OXFORD-IBH Publishing company, New Delhi, Chapter 3, 47-88.
T. G. Sitharam (2016), Practical Equivalent continuum analyses of jointed Rock mass, Rock Mechanics And Engineering, edited by Xia-Ting Feng, CRC – Taylor and Francis group. Vol 3, Chapter 10, (Chapter accepted).