rakeshpilla | IIT Palakkad

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04923 226 300 (Office) | info@iitpkd.ac.in

INDIAN INSTITUTE OF TECHNOLOGY PALAKKAD
Kanjikode | Palakkad | Kerala - 678623

04923 226 300 (Office) | info@iitpkd.ac.in

Dr. Rakesh J Pillai

Associate Professor

Civil Engineering

rakeshpilla@iitpkd.ac.in

04923 226 478

Research Area: Cyclic behaviour of soils, Research Area: Constitutive Modelling in Geomechanics, Research Area: Ground Improvement for pavement applications

Rakesh_Sh.pdf (125.62 KB)

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Additional Information
Publications

Efficacy of Slag-Based Geopolymer Binder Reinforced with Polypropylene Fibers in the Stabilization of Soft Clays
Chowdary B., Ramana Murty V., and Pillai R. J.
Transportation Infrastructure Geotechnology (2022)

Geopolymer Stabilization of Soft Clays - An Emerging Technique
V. Bhavita Chowdary, G. Aravind, V. Ramanamurty, Rakesh J. Pillai
Proceedings of the Indian Geotechnical Conference 2019: IGC-2019 Volume III 136 451 (2022)

Study of Dry Granular Flow Behaviour with and without Erodible Layer
Sureka, S., Kavinkumar, C., Pillai, R. J.
In: Satyanarayana Reddy, C. N. V., Muthukkumaran, K., Vaidya, R. (eds) Stability of Slopes and Underground Excavations 185 115-120 (2021)

Influence of erodible layer on granular column collapse using discrete element analysis
Kavinkumar C, Sureka S, Rakesh J Pillai, Heeralal Mudavath
Geomechanics and Geoengineering (2021)

A Bounding Surface Model for Cement Stabilized Clay
Bandyopadhyay, P., Pillai, R. J.
In: Latha Gali, M., Raghuveer Rao, P. (eds) Geotechnical Characterization and Modelling. 85 1005 - 1018 (2020)

Strength and Durability Characteristics of Lime Stabilized Black Cotton Soil
Venkatesh, N., Ali, D., Pillai, R. J., Heeralal, M.
In: Latha Gali, M., Raghuveer Rao, P. (eds) Problematic Soils and Geoenvironmental Concerns. 88 739 - 750 (2020)

Improvement of Soft Clay Bed Using Fibre-Reinforced Soil Cement Columns
Mahesh, L., Pillai, R. J., Kumar, G. S., Murthy V. R.
In: Latha Gali, M., Raghuveer Rao, P. (eds) Problematic Soils and Geoenvironmental Concerns. 88 697 - 710 (2020)

Experimental evaluation of strength and durability characteristics of geopolymer stabilised soft soil for deep mixing applications
V Bhavita Chowdary, V Ramana Murty, Rakesh J Pillai
Innovative Infrastructure Solutions 6 (1) 1-10 (2020)

Fiber reinforced geopolymer treated soft clay – An innovative and sustainable alternative for soil stabilization
V Bhavita Chowdary, V Ramana Murty, Rakesh J Pillai
Materials Today: Proceedings DOI: 10.1016/j.matpr.2020.03.574 (2020)

Geopolymer stabilization of soft clays - an emerging technique
V Bhavita Chowdary, Aravind G, V Ramana Murty, Rakesh J Pillai
Proceedings of Indian Geotechnical Conference (IGS 2019) (2019)

Permanent deformation behaviour of black cotton soil treated with calcium carbide residue
Venkatesh N, Heeralal M, Rakesh J Pillai, Sudheer Kumar Y
Construction and Building Materials 223 441-449 (2019)

Resilient and Permanent deformation behaviour of clayey subgrade soil subjected to repeated load triaxial tests
Venkatesh N, Heeralal M, Rakesh J Pillai
European Journal of Environmental and Civil Engineering DOI 10.1080/19648189.2018.1472041 (2018)

Resilient Modulus of Clayey Subgrade Soils Treated with Calcium Carbide Residue
Venkatesh N, Heeralal M, Rakesh J Pillai
International Journal of Geotechnical Engineering DOI 10.1080/19386362.2018.1512230 (2018)

Swelling behaviour of kaolinitic clays contaminated with alkali solutions: A micro-level study
C H Rama Vara Prasad, S K Vindula, P Hari Prasad Reddy, Ambili Babu, Rakesh J Pillai
Applied Clay Science 135 575-582 (2017)

Swelling of natural soil subjected to acidic and alkaline contamination
P Hari Prasad Reddy, C H Rama Vara Prasad, Rakesh J Pillai
Perodica Polytechnica Civil Engineering DOI 10.3311/PPci.8185 1-10 (2017)

Drained angle of internal friction from direct shear and triaxial compression tests
Lini Dev K, Rakesh J Pillai, Robinson R G
International Journal of Geotechnical Engineering DOI 10.1080/19386362.2015.1133754 (2016)

Undrained and drained shearing behavior of kaolinite with different microfabric
Rakesh J Pillai, Robinson R G, Boominathan A
International Journal of Geotechnical Engineering 8 (10-20) (2014)

Estimation of critical state parameters from one dimensional consolidation and triaxial compression tests
Lini Dev K, Rakesh J Pillai, Robinson R G
Indian Geotechnical Journal DOI 10.1007/s40098-013-0063-5 (2013)

Post-cyclic behavior of clayey soil
Rakesh J Pillai, Nazeeh K M, Robinson R G
Indian Geotechnical Journal DOI 10.1007/s40098-013-0042-x (2013)

Undrained triaxial behaviour of cement treated marine clay
Rakesh J Pillai, Bushra I, Robinson R G
Geotechnical and Geological Engineering DOI 10.1007/s10706-012-9605-3 (2012)

Effect of microfabric on undrained static and cyclic behavior of kaolin clay
Rakesh J Pillai, Robinson R G, Boominathan A
Journal of Geotechnical and Geoenvironmental Engineering 137 (4) 421-429 (2011)