Journals
Published
Rajesh, S., and Viswanadham, B.V.S.
(2012). Centrifuge and Numerical Study
on the Behaviour of Clay-Based Landfill Covers
Subjected to Differential Settlements. Journal of Hazardous
Toxic, and Radioactive Waste, ASCE, Vol. 16, No. 4 (October issue)
Divya, P.V., Viswanadham, B.V.S., and Gourc, J.P. (2012). Influence of geomembrane on the
deformation behaviour of clay-based landfill covers. Geotextiles and Geomembranes (http://dx.doi.org/10.1016/j.geotexmem.2012.06.002)
Rajabian., A Viswanadham, B.V.S., Ghiassian, H., and Salehzadeh, H. (2012). Centrifuge model studies on anchored geosynthetic slopes for coastal shore protection. Geotextiles and Geomembranes
(dx.doi.org/10.1016/j.geotexmem.2012.06.001)
Viswanadham, B.V.S. Rajesh, S. and Bouazza, A. (2012). Effect of Differential Settlements on the Sealing Efficiency of GCLs compared to CCLs: Centrifuge Study. Geotechnical Engineering Journal of the SEAGS & AGSSEA, Vol. 43, No. 3, pp. 55-61.
Rajesh, S. and Viswanadham, B.V.S. (2012). Effect of Settlement Rate and Geogrid Reinforcement on the DeformationBehaviour of Soil Barriers of Landfill Covers: Centrifuge Study, Geotechnical Engineering Journal of the SEAGS & AGSSEA, Vol. 43, No. 3, pp. 46-54.
Viswanadham, B.V.S. (2012) Evaluation of the
performance of geosynthetic reinforced soil walls
using a geocentrifuge. Indian
Journal of Geosynthetics and Ground Improvement.
Vol. 1, No. 2, pp. 9-15.
Tripathi,
K.K. and Viswanadham, B.V.S. (2012). Evaluation of the
Permeability Behaviour of Sand-Bentonite
Mixtures Through Laboratory Tests, Indian Geotechnical Journal, DOI
10.1007/s40098-012-0020-8 (Available online)
Rajesh, S., Viswanadham, B.V.S. (2012). Centrifuge modeling
and instrumentation of geogrid reinforced soil
barriers of landfill covers, Journal of
Geotechnical and Geoenvirornmental Engineering,
ASCE, Vol. 138, No. 1, pp. 26-37.
Rajesh, S., and Viswanadham, B.V.S., (2012)
Centrifuge model studies on the performance of geogrid
reinforced soil barriers of Landfill covers. Indian Journal
of Geosynthetics and Ground Improvement. Vol. 1, No. 1, 20-28.
Raisinghani, D.V. and Viswanadham,
B.V.S. (2011). “Centrifuge
model studies on low permeable slope reinforced by hybrid geosynthetics”
Geotextiles and Geomembranes,
Vol. 29, No. 6, 567-580.
Viswanadham,
B.V.S., Rajesh, S., Divya, P.V. Gourc, J.P. (2011). “Influence
of Randomly Distributed Geofibers on the Integrity of
Clay-based Landfill Covers: A Centrifuge Study” Geosynthetics
International, Vol. 18, No. 5, 255-271.
Rotte, V.M., Viswanadham, B.V.S., Chourasia, D. (2011) Influence of Slope Geometry and Nail
Parameters on the Stability of Soil-Nailed Slopes, International Journal of Geotechnical Engineering, Vol. 5, No. 3, pp.
267-281.
Rajesh, S. and Viswanadham, B.V.S. (2011). Hydro-mechanical
behavior of geogrid reinforced soil barriers of landfill
cover systems, Geotextiles
and Geomembranes Journal, Vol. 29, No. 1, 51-64.
Rajesh, S. and Viswanadham, B.V.S. (2010). Development of a Motor-Based Differential Settlement
Simulator Setup for a Geotechnical Centrifuge. Geotechnical Testing Journal, ASTM, 33(6), 507- 514.
Raisinghani, D.V. and Viswanadham, B.V.S. (2010) Evaluation of permeability characteristics of a geosynthetic reinforced soil through laboratory tests. Geotextiles and Geomembranes Journal, Vol. 28, No. 6, 579-588.
Das, A., and Viswanadham., B.V.S., (2010). Experiments
on the piping behavior of geofiber-reinforced soil.
Geosynthetics International, Vol. 17, No. 4, 171-182.
Viswanadham,
B.V.S., Jha,
B.K., and Pawar, S.N. (2010) Influence of geofibers on the
flexural behavior of compacted soil beams. Geosynthetics International, Vol. 17, No. 2, pp.
86-98
Gourc, J.P., Camp, S., Viswanadham,
B.V.S., and Rajesh, S.(2010)
Deformation behaviour of clay cap barriers of
hazardous waste containment systems: full-scale and centrifuge tests. Geotextiles and Geomembranes
Journal, Vol. 28, issue 3, pp. 281-291.
Viswanadham, B.V.S.,Jha, B.K., Pawar, S.N. (2010). Experimental study on flexural testing of compacted soil beams. Journal of Materials in Civil Engineering, ASCE, Vol. 22, No. 5, 460-468.
Rajesh, S. and Viswanadham, B.V.S. (2010) Performance assessment of deformation behaviour of landfill barriers at the onset of differential settlement. International Journal of Environmental Engineering, Vol. 2, No. 1-3, 269-289.
Rajasekhar, P., Eldho, T.I., and Viswanadham, B.V.S. (2010).Development of Resistivity Probes for Continuous Monitoring of Pollutant in Porous Media. International Journal of Environmental Engineering, Vol. 2, No. 1-3, 316-333.
Sommers, A.N., and Viswanadham, B.V.S., (2009). Centrifuge model tests on the behaviour of strip footings on geotextiles reinforced slopes. Geotextiles and Geomembranes International Journal, Vol. 27, No. 6, 497-505.
Rajesh, S., and Viswanadham, B.V.S., (2009). Evaluation of geogrid as a reinforcement layer in clay based engineered barriers. Applied Clay Science, Vol. 46, No. 2, pp. 153-165.
Viswanadham, B.V.S., Phanikumar, B.R., and Mukherjee, R.V., (2009). Effect of polypropylene tape fiber reinforcement on swelling behavior of an expansive soil. Geosynthetics International Journal, Vol. 16, No. 5, pp. 393-401.
Arghya
Das,
Deepa, V., and Viswanadham, B.V.S. (2009). Centrifuge model tests on soil nailed slopes
subjected to seepage. Ground Improvement Journal, Vol. 162, Issue No. GI3, pp. 133-144.
Viswanadham, B.V.S., Madabhushi, S..P.G., Babu, K.V., and Chandrasekaran, V.S. (2009). Modelling the failure of a cantilever sheet pile wall, International Journal of
Geotechnical Engineering, Vol. 3, No. 2, pp.215-231.
Viswanadham, B.V.S., and D.König (2009). Centrifuge modeling of geotextile reinforced slopes subjected to differential settlements. Geotextiles and Geomembranes International Journal, Vol. 27, No. 2, pp.77-88.
Viswanadham, B.V.S., Phanikumar, B.R., Mukherjee, R.V., (2009). Swelling behaviour of a geofiber-reinforced expansive soil, Geotextiles and Geomembranes International Journal, Vol. 27, No. 1, pp. 73-76.
Viswanadham, B.V.S., Jha, B.K., and Sengupta, S.S. (2009). Centrifuge testing of fiber reinforced soil liners for waste containment systems. ASCE Journal of Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, Vol. 13, No. 1, pp.45-58.
Viswanadham B.V.S. and Rajesh S. (2009). Centrifuge model test on clay based engineered
barriers subjected to differential
settlements, Applied Clay Science,
Vol. 42, No. 3-4, pp. 460-472.
Viswanadham, B.V.S., and Mahajan, R. R. (2007) Centrifuge model tests on geotextile reinforced slopes. Geosynthetics International Journal, Vol. 14, No. 6, pp. 365- 379.
Viswanadham, B.V.S., and Muthukumaran, A.E., (2007). .Influence of geogrid layer on the integrity of compacted clay liners of landfills. Soils and Foundations Journal, Japanese Geotechnical Society, Vol. 47, No. 3, pp. 517-532.
Viswanadham, B.V.S., and Rajesh, S. (2007). .Bioreactor Landfills:
Future for Environmental Infrastructure in
Viswanadham, B.V.S., and Satkalmi, V. (2007). A case study on Road Reinfroced with Polypropylene Geotextile. The Economic Times Polymers Journal, April-May, pp.22-25.
Viswanadham,
B.V.S., and Jessberger, H.L. (2005) Centrifuge modeling
of Geosynthetic Reinforced Clay Liners of landfills ASCE
J. Geotechnical and Geoenvirornmental Engineering, Vol. 131, No. 5, pp. 564 – 574.
Viswanadham, B.V.S., and Koenig, D. (2004). Studies on
scaling and instrumentation of a geogrid. Geotextiles
and Geomembranes International Journal, Vol. 22,
No. 5, pp. 307 – 328.
Viswanadham, B.V.S.
and Mahesh, K.V. (2002). Modeling
deformation behaviour of clay liners in a small centrifuge. Canadian
Geotechnical Journal, Volume 39, No. 6, December 2002,
pp.1406-1418.
Viswanadham, B.V.S. (2002). Geosynthetics for
infrastructure development. The Economioc
Times-Polymer Journal, August-September issue, pp. 15-19.
Viswanadham, B.V.S., König, D., and Jessberger, H.L. (2001).
Discussion: Dimensional analysis for Geotechnical Engineers., Geotechnique , Vol. GE51, Issue 1, pp. 91-93.
Viswanahdam, B.V.S., Jessberger, H. L. and
Rao, G.V. (1999). Discussion:
Geosynthetic clay liner subject to differential
settlement. ASCE Journal of Geotechnical
and Geoenvironmental Engineering,
Vol. 125, No. 2, pp. 265-266.
Viswanahdam, B.V.S. and Rao, G.V.
(1999). Discussion:
Effect of geogrid reinforcement in
model track tests on pavements. ASCE Journal of Transportation Engineering, Vol. 125, No. 3,
pp.266-267.
Special Publications
Rotte V. M. and Viswanadham B. V. S. (2012). Performance of 2V:1H Slopes with and
without Soil-Nails Subjected to Seepage: Centrifuge Study. Geo-Congress 2012, ASCE, Special Publication No. 225,
Mane A. S. and Viswanadham
B. V. S. (2012). Studies on the Performance of Geogrid Reinforced Soil Walls with Compressible Inclusion. Geo-Congress
2012, ASCE, Special Publication No. 225,
Divya, P. V., Viswanadham, B. V. S., Gourc, J. P. (2012).Centrifuge
Model Studies on the Behaviour of Composite Covers of
Landfills Subjected to Differential Settlements. Geo-Congress
2012, ASCE, Special Publication No. 225,
Viswanadham, B. V. S., Das, A.,
and Mathur, V. K. (2012).
Centrifuge Model Tests on Rail Embankments
Constructed with Coal Ash as a Structural Fill Material. Geo-Congress
2012, ASCE, Special Publication No. 225,
Divya, P.V., Viswanadham, B.V.S., Gourc,
J.P. (2011). Influence of Geofibers
on the Performance of Landfill Cap Covers: Centrifuge Study. Geo-Frontiers 2011, ASCE, Special Publication,
1971-1979 (CD-ROM).
Viswanadham, B.V.S., Rajesh, S., and Sengupta, S.S. (2008) Studies on the Integrity of Clay-Rich Soil Liners for Cover systems of landfill. ASCE Special Publication No. 177, Geotechnics of Waste Management and Remediation, Geocongress 2008, M.V. Khire, A.N. Alshawabkeh, and K.R. Reddy (Eds.), Vol. 1, pp. 48-55.
Viswanadham, B.V.S., Jha, B.K., Pawar, S., and Kashyap, C. (2008) Geofiber Reinforced Soil Liner for waste containment systems. ASCE Special Publication No. 177, Geotechnics of Waste Management and Remediation, Geocongress 2008, M.V. Khire, A.N. Alshawabkeh, and K.R. Reddy (Eds.), Vol. 1, pp. 56-63.
Viswanadham, B.V.S., and Mahajan,
R.R. (2004). Modeling of Geotextile
Reinforced Highway Slopes in a Geotechnical Centrifuge. ASCE, Geotechnical
Special Publication – No. 126, Vol.
1, pp. 637 – 646.
Conference
proceedings
Published
Rajesh, S., J.P. Gourc, Viswanadham, B.V.S. (2011). “Evaluation of gas permeability
of the soil barrier under various ranges of distortion levels”, Proceedings of Indian
Geotechnical Conference 2011, December 15-17, Kochi, India, Vol. 2, pp.
689-692.
Divya, P.V. Viswanadham, B.V.S.
(2011). “Experimental studies on the response of covers to differential
settlements, Proceedings of Indian Geotechnical Conference 2011, December
15-17,
Eldho, T.I., Viswanadham, B.V.S., Vijayasree, B.A., S.N.Venkat, N.
(2011). “Physical
model study of scouring effects on raft foundation of bridge piers.”
Proceedings
of Indian
Geotechnical Conference 2011, December 15-17,
Katkar, B.H., Viswanadham, B.V.S.,
(2011). “Some studies on the beahviour
of back-to-back geosynthetic reinforced soil walls”. Proceedings of Indian Geotechnical Conference
2011, December 15-17,
Saran, R.S., Viswanadham, B.V.S.,
(2011). “Some studies on seepage analysis
of levees subjected to flooding.” Proceedings of Indian Geotechnical Conference 2011, December 15-17,
Viswanadham, B.V.S. (2010). “Prediction of Failure of Geotechnical Structures
using Centrifuge based Physical Modeling Technique”, Proceedings of
International Symposium on forensic approach to analysis of Geohazard
problems, December 14-15, IIT Bombay, India, Sivakumar
Babu, G.L. (Eds)., 203-216.
Eldho,
T.I., Viswanadham, B.V.S., and
Vijayasree, B.A. (2010).
“Physical model study of scouring effects on pier foundations of bridges”
Proceedings of Indian Geotechnical Conference – 2010, Geotrenz,
December 16-18, 2010, IIT Bombay, India, Vol. 2, 973-976.
Rajasekhar, P., Viswanadham, B.V.S., and
Eldho, T.I. (2010). “Modelling of pollutant movement through saturated porous
media: Centrifuge study” Proceedings of Indian Geotechnical Conference – 2010, Geotrenz, December 16-18, 2010, IIT Bombay, India, Vol. 2, 969-972.
Viswanadham, B.V.S., and
Rajesh. S. (2010). “Methodology
for evaluation of hydro-mechannical behaviour of clay-based landfill covers in a
geo-centrifuge” Proceedings of Indian Geotechnical Conference – 2010, Geotrenz, December 16-18, 2010, IIT Bombay, India, Vol.
1, 289-292.
Mane, A. and Viswanadham, B.V.S.
(2010). “Centrifuge modeling of wrap-around geogrid reinforced soil walls” Proceedings of Indian
Geotechnical Conference – 2010, Geotrenz, December
16-18, 2010, IIT Bombay, India, Vol. 1,
235-238.
Viswanadham, B.V.S., Basavraj, A., Vasaikar, G. (2010).
“Evaluation of coal ash as a potential barrier for waste containment systems”
Proceedings of 6th International Congress on Environmental Geotechnics, 8-12 November 2010, New Delhi, India, M. Datta, R.k. Srivastava,
G.V. Ramana, and J.T. Sahu
(Eds.), Tata McGraw Hill Education Private Limited,
New Delhi (Pubs.), Vol. 2, 1085-1088.
Viswanadham, B.V.S., Sengupta,
S.S., and Jha, B.K. (2010).
“Effect of fiber reinforcement on the integrity of clay-based waste containment
systems” Proceedings of 6th International Congress on Environmental Geotechnics, 8-12 November 2010, New Delhi, India, M. Datta, R.k. Srivastava,
G.V. Ramana, and J.T. Sahu
(Eds.), Tata McGraw Hill Education Private Limited,
New Delhi (Pubs.), Vol. 2, 1002-1005.
Rajesh, S. and Viswanadham, B.V.S.
(2010). “Performance evaluation of various clay-based
landfill covers subjected to differential settlements: Centrifuge study”
Proceedings of 6th International Congress on Environmental Geotechnics, 8-12 November 2010, New Delhi, India, M. Datta, R.k. Srivastava,
G.V. Ramana, and J.T. Sahu
(Eds.), Tata McGraw Hill Education Private Limited,
New Delhi (Pubs.), Vol. 1, 414-419.
Viswanadham, B.V.S. (2010). “Relevance of centrifuge modeling
technique for studying performance of waste containment systems”, Proceedings
of the Ist US-India Workshop on Global Geoenvironmental Engineerign
Challenges (GGEC), November 7, 2010, New Delhi, India, 183-191.
Viswanadham, B.V.S. and Rajesh, S. (2010). “Effect of geogrid reinforcement on the deformation behavior of soil
barrier for landfill covers”. Proceedings of 7th
International Conference on Physical Modelling in Geotechnics 2010 (ICPMG2010),
Viswanadham, B.V.S. and Deepa, V. (2010). Evaluation of performance of
soil-nailed slopes subjected to seepage in a Centrifuge. Proceedings of 7th
International Conference on Physical Modelling in Geotechnics 2010 (ICPMG2010),
Viswanadham, B.V.S. and Raisinghani, D.V. (2010). Centrifuge model studies
on the behavior of geocomposite reinforced soil
slopes. Proceedings of 7th International Conference on Physical Modelling in Geotechnics 2010
(ICPMG2010),
Das, A., and Viswanadham, B.V.S. (2010). “Geofiber
reinforced slopes subjected to seepage: Centrifuge study” Proceedings of 9th International Conference on Geosynthetics
Geosynthetics: Advanced Solutions for a Challenging World Guarujá, Brazil, E.M. Palmeira, D.M.
Vidal, A.S.J.F. Sayão & M. Ehrlich (Eds.), The
Brazilian Chapter of the International Geosynthetics
Society (IGSBrazil), Rua Ribeirão Claro, Vol. 4, pp.
1723-1726.
Raisinghani, D.V., Khan, S., and Viswanadham, B.V.S. (2010). “Evaluation of transmissivity characteristics of some geosynthetics under normal stress” Proceedings of 9th International Conference on Geosynthetics Geosynthetics: Advanced Solutions for a Challenging World Guarujá, Brazil, E.M. Palmeira, D.M. Vidal, A.S.J.F. Sayão & M. Ehrlich (Eds.), The Brazilian Chapter of the International Geosynthetics Society (IGSBrazil), Rua Ribeirão Claro, Vol. 3, pp. 1159-1162.
Rajesh, S. and Viswanadham, B.V.S. (2010). “Use of geogrid as a resistive layer for landfill cover: centrifuge study” Proceedings of 9th International Conference on Geosynthetics Geosynthetics: Advanced Solutions for a Challenging World Guarujá, Brazil, E.M. Palmeira, D.M. Vidal, A.S.J.F. Sayão & M. Ehrlich (Eds.), The Brazilian Chapter of the International Geosynthetics Society (IGSBrazil), Rua Ribeirão Claro, Vol. 2, pp. 999-1002.
Rajesh, S. and Viswanadham, B.V.S. (2010) Evaluation of deformation behaviour of soil barrier subjected to differential settlements through digital image analysis Proceedings of Indian Geotechnical Conference 2009, Guntur, India, Vol. 1, pp. 637-641.
Viswanadham, B.V.S. (2010). Model studies on geofiber-reinforced
soil. Proceedings of Indian Geotechnical Conference 2009,
Rajesh, S. and Viswanadham, B.V.S. (2009).
Evaluation of deformation behaviour of soil barrier subjected
to differential settlements using digital image analysis. Proceedings on Indian
Geotechnical Conference,
Rajesh, S. and Viswanadham, B.V.S., (2008). Behaviour of landfill liner subjected to differential settlements: Centrifuge study Proceedings of 6th Asian Young Geotechnical Engineers Conference (AYGEC)-2008, T.G. Sitharam (Ed.), pp.117-128.
Rajesh, S. and Viswanadham, B.V.S., (2008). Evaluating the deoformation behaviour of compacted soil liner at the onset of differential settlement Proceedings of Indian Geotechnical Conference -2008, T.G. Sitharam, G.L. Sivakumar Babu and P. Anbazhagan (Eds.), Vol. 2, pp. 510-513.
Viswanadham, B.V.S., and Divya, S.K.M. (2008). Capturing strain localization of geogrid reinforced slopes in a large beam centrifuge. Proceedings of Indian Geotechnical Conference -2008, T.G. Sitharam, G.L. Sivakumar Babu and P. Anbazhagan (Eds.), Vol. 2, pp.. 382-385.
Viswanadham, B.V.S., Rajesh, S., and Sengupta, S.S. (2008).
Options for improving the deformation behaviour of compacted clay barriers
subjected to differential settlements The 12th International
Conference of International
Association for Computer Methods and Advances in Geomechanics
(IACMAG) 1-6 October, 2008 Goa, India, pp.
1428-1435.
Mukherjee, R.V., Phanikumar, B.R., and Viswanadham, B.V.S. (2008). “Heave reduction of an expansive soil through fiber reinforcement” Proceedings of the International Geotechnical Conference "Development of Urban Areas and Geotechnical Engineering" Saint Petersburg, June 16 – 19, 2008, Vol. 1, V.M. Ulitsky (Eds), NPO “Georeconstruction-Fundamentproject”, St. Petersburg, Russia (Pubs), pp. 305-308.
Viswanahdam, B.V.S., and Satkalmi, V. (2008). Field trials
with polypropylene woven geotextiles, Proc.
First Pan American Geosynthetics Conference and Exhibition, 2-5 March, GeoAmerica 2008,
Rajesh, S., and Viswanadham, B. V. S. (2008) “Settlement behaviour of conventional and bioreactor landfills”, Symposium on Engineering Ground and Environmental Geotechnics, Hyderabad, Feb 29 – March 1, 2008, pp. 246 – 256.
Rajesh, S., Viswanadham, B.V.S., and Sreeram, J. (2007) Development of model municipal solid waste for Indian scenario – a case study, First Indian Young Geotechnical Engineers Conference, Hyderabad, India, pp. 113-120.
Rajesh, S., and Viswanadham, B.V.S. (2007) Comparison of settlements in conventional and bioreactor landfills – A review, Proc. Geotechnica 2007, pp. 387-396.
Viswanadham, B.V.S, and Khachane. S. (2007). Studies on slopes stabilized by using vertical piles in a geocentrifuge, Proc. 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Allied Publsihers Private Limited, Kolkata (Pubs.) Volume I – Part II, pp. 885-888.
Viswanadham, B.V.S., Rajesh, S., Gourc,
J.P., and Camp, S. (2007). Some studies on deformation behaviour
of clay liners of landfills: Centrifuge and Full-scale tests – Influence of
reinforcement inclusion, Proc. New horizons in Earth
Reinforcement, J. Otani, Y. Miyata, and T. Mukunoki (Eds.),
Viswanadham, B.V.S., Mahajan, R.R., and Khachane, S. (2006). Some studies on centrifuge modelling of reinforced slopes, Proc. Indian Geotechnical Conference (IGC-2006), IIT Madras, Chennai, pp. 147-154.
Viswanadham, B.V.S. (2006). Centrifuge Aided Learning (CAL) for geotechnical education, Proc. Indian Geotechnical Conference (IGC-2006), IIT Madras, Chennai pp. 935-939.
Viswanadham, B.V.S. and Tharachand, S. (2006) Deformation behaviour of geotextile reinforced fly ash slopes, Proc. Indian Geotechnical Conference (IGC-2006), IIT Madras, Chennai pp. 419-420.
Viswanadham, B.V.S., Sengupta, S.S., Muthukumaran, A.E. (2006) Studies on the Deformation Behaviour of Randomly Reinforced Soil Liners in a Geocentrifuge, Proc. 8th International Conference on Geosynthetics, 18-22, September 2006, Yokohama, Japan, Volume 4, pp. 1671-1674 (Refereed Conf.).
Gupte, A., Satkalmi, V., Bhonsle S., Viswanadham, B.V.S. (2006). “Performance of road reinforced with polypropylene geotextile- A case study” Proc. 8th International Conference on Geosynthetics, 18-22, September 2006, Yokohama, Japan, Volume 3, pp. 821-824. (Refereed Conf.).
Viswanadham, B.V.S. and Tripathi, K.K. (2006). “Non-uniform settlement behaviour of sand-bentonite liners in a geotechnical centrifuge” Proc. 6th Int. Conf. on Physical Modelling in Geotechnics, August 4 – 6, 2006 at Hongkong Volume 2, pp. 1237-1242. (Refereed Conf.).
Viswanadham, B.V.S., and Mahajan, R.R. (2006) “Deformation behaviour of geotextile reinforced sand slopes.” Proc. 6th Int. Conf. on Physical Modelling in Geotechnics, August 4 – 6, 2006 at Hongkong, Volume 1, pp. 367-372. (Refereed Conf.).
Viswanadham, B.V.S., and Sengupta, S.S. (2006), “Deformation behaviour of compacted clay liners of landfills in a large beam centrifuge”, Proc. 6th Int. Conf. on Physical Modelling in Geotechnics, August 4 – 6, 2006 at Hongkong Volume 2, pp. 1231-1236. (Refereed Conf.).
Viswanadham, B.V.S., König, D., and Triantafyllidis, Th. (2006). “Centrifuge model tests on geotextile reinforced slope subjected to differential settlements”, Proc. 6th Int. Conf. on Physical Modelling in Geotechnics, August 4 – 6, 2006 at Hongkong Volume 1, pp. 597-602. (Refereed Conf.).
Viswanadham, B.V.S., and Sengupta, S.S. (2006). “Deformation behaviour of compacted soil liners in a geocentrifuge” Proc. 5th Int. Congress on Environmental Geotechnics – Opportunities, Challenges and Responsibilities for Environmental Geotechnics, Cardiff, Wales, UK, June 27 -30, 2006, H. R. Thomas (Ed.), Thomas Telford (Pubs.), pp. 808-815 (Refereed Conf.).