PUBLICATIONS:
Journal Publications:
Meera, R. S. and Basudhar, P. K. (2007) “Flexural response of piles under liquefied soil conditions” Geotechnical and Geological Engineering, Vol. 25, No. 4, pp. 409 – 422
Sarat Kumar Das and Prabir Kumar Basudhar, (2007) “Model parameter estimation of rock failure criterion using least median square method” Canadian Geotechnical Journal, Vol. 43, pp. 764 - 771
K.Shanker, P.K. Basudhar, N.R.Patra, (2007) “Buckling of Piles under Liquefied Soil Conditions”, Geotechnical and Geological Engineering, Vol. 25, No. 3, June 2007 K.Shanker, P.K. Basudhar, N.R.Patra, “Uplift Capacity of Piles Groups Embedded in Sands: Predictions & Performance”, Soils and Foundations, Vol. 46, No. 5
K.Shanker, P.K. Basudhar, N.R.Patra,(2007) “Efficiency of Pile Groups under Uplift Loads”, Geotechnical and Geological Engineering, vol. 25, No. 2
Kousik Deb, S. Chandra and P. K. Basudhar, (2007) “Response of Multi layer Geosynthetic-Reinforced Bed Resting on Soft Soil with Stone Columns”, Computers and Geotechnics, Elsevier, U. K (Available online 24 September, 2007)
P. K. Basudhar, Amol Vashistha, Kousik Deb and Arindam Dey, (2007) “Cost Optimization of Reinforced Earth Walls”, Geotechnical and Geological Engineering: an International Journal, Springer, Netherlands (Published Online 16^{th} August, 2007)
Kousik Deb, N. Sivakugan, S.Chandra and P.K.Basudhar, (2007) “Numerical Analysis of Multi Layer Geosynthetic-Reinforced Granular Bed over Soft Fill”, Geotechnical and Geological Engineering: an International Journal, Springer, Netherlands (Published online 25^{th} July 2007)
Kousik Deb, S.Chandra and P.K.Basudhar, (2007) “Effect of Rheological Behavior of Geosynthetics on Settlement Response”, International Journal of Geotechnical Engineering, J. Ross Publication, U.S.A., Volume 1, Issue 1, October 2007
P. K. Basudhar, P. M. Dixit, Ashish Gharpure and Kousik Deb, (2007) “Finite Element Analysis of Geotextile-Reinforced Sand-Bed Subjected to Strip Loading”, Geotextiles and Geomembranes, Elsevier, U. K (in press, appear online on 24th May, 2007)
P. K. Basudhar, Santanu Saha and Kousik Deb, (2007) “Circular Footings Resting on Geotextile-Reinforced Sand Bed”, Geotextiles and Geomembranes, Elsevier, U. K, Vol. 25, issue 6, 2007
Kousik Deb, P.K.Basudhar and S.Chandra, (2007) “A Generalized Model for Geosynthetic-Reinforced Granular Fill-Soft Soil with Stone Columns”, International Journal of Geomechanics, ASCE, U.S.A., Vol. 7, No 4, pp: 266-276
Kousik Deb, S.Chandra and P.K.Basudhar, (2007) “Nonlinear Analysis of Multi Layer Extensible Geosynthetic-Reinforced Granular Bed on Soft Soil”, Geotechnical and Geological Engineering: an International Journal, Springer, Netherlands, Vol. 25, No 1, pp: 11-23
Maheshwari, P., Basudhar, P.K. and Chandra, S. (2006), “Modeling of Beams on Reinforced Granular Beds.” Geotechnical and Geological Engineering, Vol:24, No:2, pp: 313-324.
Kousik Deb, S.Chandra and P.K.Basudhar, (2005), “Settlement Response of a Multi Layer Geosynthetic-Reinforced Granular Fill-Soft Soil System”, Geosynthetics International. Vol. 12, No 6, pp:288-298
Maheshwari, P., Chandra, S. and Basudhar, P.K. (2005). “Steady State Response of Beams on a Tensionless Geosynthetic-Reinforced Granular Fill-Soft Soil System Subjected to Moving Loads”. Soils and Foundations, Vol. 45, No. 5, pp. 11 – 18.
Basha, B. M. and Basudhar, P. K. (2005) “Pseudo_Static Seismic Stability Analysis of Geosynthetic-Reinforced Soil Retaining Walls” Indian Geotechnical Journal
Sarat Kumar Das and Prabir Kumar Basudhar (2005) “Parameter Estimation of Hoek-Brown Rock Failure Criterion” Indian Geotechnical Journal, Vol. 35, No. 2, pp. 144 – 153.
Maheshwari, P., Basudhar P.K. and Chandra, S. (2005) “The Effect of Prestressing Force and Interfacial Friction on the Settlement Characteristics of Beams on Reinforced Granular Beds”. Indian Geotechnical Journal., Vol. 35, No. 3, pp. 283 – 298.
Patra,C.R. and Basudhar,P.K. (2005), Optimum Design of Nailed Soil Slopes, Geotechnical and Geological Engineering: An International Journal, Vol.23, No.3, pp. 273-296
Das, S.K. and Basudhar, P.K. (2005), "Prediction of Coefficient of Lateral Earth Pressure Using Artificial Neural Networks ", The Electronic Journal of Geotechnical Engineering (EJGE), Vol. 10. Bundle-A.
Maheshwari, P., Chandra, S. and Basudhar, P.K (2004), “Response of Beams on a Tensionless Extensible Geosynthetic-Reinforced Granular Fill-Soft Soil system Subjected to Moving Loads”. Computers and Geotechnics, Vol. 31, No. 7, pp. 537-548.
Maheshwari P., Chandra S. & Basudhar P.K.(2004), "Modeling of Beams on Geosynthetic-Reinforced Granular Fill-Soft Soil System Subjected to Moving Loads", Geosynthetics International, Vol. 11, No. 5, pp 369-376.
Maheshwari P., Basudhar P.K. and Chandra S.(2004), "Analysis of Beams on Reinforced Granular Beds" Geosynthetics International, Vol.11 No. 6 pp 460-470.
Patra,C.R. and Basudhar,P.K. (2003), Generalized Solution Procedure for Automated Slope Stability Analysis Using Inclined Slices, Geotechnical and Geological Engineering: An International Journal, Vol.21, No.3.
Patra,C.R. and Basudhar,P.K. (2003), “Stability Computations in Nailed Slopes”, Highway Research Bulletin, No.68, pp.43-54.
Patra, C.R. and Basudhar, P.K.(2001), Nailed Soil Structure : An Overview, Indian Geotechnical Journal, Vol.31, No.4, pp.1-367.
Sabahit, N., Madhav,M.R. and Basudhar, P.K.(2001), Stability of Embankments on Nonhomogeneous Clay of Finite Depth, Indian Geotechnical Journal, Vol.31, No.3, pp.221-239.
Bhattacharyya,G. Basudhar,P.K.(2001),Generalized Procedure of Slices for Analysis of Zoned Dams Under Steady Seepage, Indian Geotechnical Journal, Vol. 31, No. 2, pp.173-197.
Bhattacharya, G. and Basudhar, P.K. (2001), “A New Procedure for Finding Critical Slip Surfaces in Slope Stability Analysis,” Indian Geotechnical Journal, Vol.31, No.1, 2001, pp. 149-172.
Bhattacharya, G. and Basudhar, P.K. (2000), “Slope Stability Computations in Non-homogeneous and Anisotropic Soils,” Indian Geotechnical Journal, Vol.30, No.4, pp.385-399.
Madhav,M.R., Basudhar,P.K. and Miura, N.,1999, Analysis of Culvert Approaches with Piles of Varying Length, Low land Technology, International, June, pp.77 to 84.
Bhattacharya, G. and Basudhar, P.K. (1997), “Convergence of Slope Stability Computations Using GPS,” Indian Geotechnical Journal, Vol.27(4), pp. 337-352.
Sabahit, N., Basudhar, P.K. and Madhav, M.R. (1997), “Generalized Stability Analysis of Embankments on Granular Piles,” Soils and Foundations, Japanese Geotechnical Society, Vol.37, No.4, pp. 13-22.
Sabahit, N, Basudhar, P.K., Madhav, M.R. (1996), “A Generalized Procedure for the Optimum Design of Nailed Soil Slopes,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol.19, pp. 437-452.
Bhattacharya, G. and Basudhar, P.K. (1996), “A Note on the Back Analysis of Slope Failues,” Indian Geotechnical Journals, Vol.26, No.4, pp. 430-441.
Singh, D.N. and Basudhar, P.K. (1995), “Optimal Lower-bound Solutions of Plane-strain Metal Indentation and Extrusion Problems,” Journal of Material Processing Technology, 49, pp. 75-84, Elsevier.
Singh, D.N., Basudhar, P.K. and Srivastava, S.K. (1995), “Limit Analysis of Stability Problems in Geotechnical Engineering : State-of-the-Art, Indian Geotechnical Journal, Vol.25(b), pp. 314-341.
Singh, D.N. and Basudhar, P.K. (1995), “Unconstrained Minimization Techniques for Passive Earth Pressure – A Comparative Study, Indian Geotechnical Journal, Vol.25(2), pp. 182-195.
Singh, D.N. and Basudhar, P.K. (1995), “The Stability of A Trapdoor, Soils & Foundation,” Japaneese Soc. of Soil Mech. & Foundation Engg., Vol.35, No.3, Sept., pp. 111-115.
Basudhar, P.K. and Singh, D.N. (1994), “A Generalized Procedure for Predicting Optimal Lowerbound Breakout Factors of Strip Anchors,” Geotechnique, 44, No.2, pp. 307-318.
Sabbahit, N., Basudhar, P.K., Madhav, M.R. and Miura, N. (1994), “Generalized Stability Analysis of Reinforced Embankments on Soft Clay,” Geotextiles and Geomembranes, Vol.13, pp. 765-780.
Singh, D.N. and Basudhar, P.K. (1993), “Optimal Lowerbound Bearing Capacity of Strip Footing, Soils and Foundations,” 30(4), pp. 18-25.
Singh, D.N. and Basudhar, P.K. (1993), “Optimal Lowerbound Bearing Capacity of Reinforced Soil Retaining Walls Using Finite Elements and Nonlinear Programming,” Geotextiles and Geomembranes, Vol.12, No.7, pp. 665-686.
Singh, D.N. and Basudhar, P.K. (1993), “A Note on the Effect of Mesh Pattern on the Lower bound Bearing Capacity of Embedded Strip Footings,” Int. J. for Num. and Analytical Methods in Geomechanics, Vol.17, pp. 735-743.
Singh, D.N. and Basudhar, P.K. (1992), “A Note on Vertical Cut in Homogeneous Soils,” Canadian Geotechnical Engineering Journal, June, pp. 859-862.
Singh, D.N. and Basudhar, P.K. (1992), “A Note on the Optimal Lowerbound Pull-out Capacity of Inclined Strip Anchor in Sand,” Canadian Geotechnical Engineering Journal, Vol.29(5), pp. 870-873.
Bhowmik, S.K. and Basudhar, P.K. (1989), “Sequential Unconstrained Minimization Technique in Slope Stability Analysis,” Indian Geotechnical Journal, Vol.19, No.2, pp. 124-146.
Basudhar, P.K., Valsangkar, A.J., Madhav, M.R. (1986), “Stability of Slopes in Dessicated Clays,” Indian Geotechnical Journal, Vol.16, Oct., No.4, pp. 346-363.
Basudhar, P.K., Valsangkar, A.J., Madhav, M.R. (1981), “Sequential Unconstrained Minimization in the Optimal Lower Bound Bearing Capacity Analysis,” Indian Geotechnical Journal, Vol.11, Jan., No.1, pp. 42-55.
Basudhar, P.K., Madhav, M.R. (1980), “Simplified Passive Earth Pressure Analysis,” Journal of Geotechnical Engineering Division, American Society of Civil Engineers, April, GT4, pp. 470-474.
Basudhar, P.K., Valsangkar, A.J., Madhav, M.R. (1979), “Optimal Lower Bound of Passive Earth Pressure Using Finite Elements and Nonlinear Programming,” International Journal of Numerical and Analytical Methods in Geomechanics, John Wiley and Sons Ltd., Vol.3, pp. 367-379.
Basudhar, P.K., Valsangkar, A.J., Madhav, M.R. (1979), “Nonlinear Programming in Automated Slope Stability Analysis,” Indian Geotechnical Journal, Vol.9, Jul.-Sept., No.3, pp. 212-219.
Basudhar, P.K., Madhav, M.R., Valsangkar, A.J. (1978), “Optimization Techniques in Bearing Capacity Analysis,” Indian Geotechnical Journal, Vol.8, April No.2, pp. 105-110.
Valangkar, A.J., Kameswara Rao, N.S.V., Basudhar, P.K. (1973), “Generalized Solution of Axially and Laterally Loaded Piles in Elasto-Plastic Soil,” Soils and Foundations, Vol.13, No.4, Dec., pp. 1-14, Japaneese Society of Soil Mechanics and Foundation Engineering.
Basudhar, P.K., Valsangkar, A.J., Kameswara Rao, N.S.V. (1973), “Flexural Response of Axially and Laterally Loaded Piles in Layered Soils,” The Bridge and Structural Engineer, Vol.3, No.1, June, pp. 27-43, Journal of the Indian National group of International Association for Bridge and Structural Engg.
Valsangkar, A.J., Basudhar, P.K. (1973), “Tapered Beam on Elastic Plastic Foundation,” Journal of Aeronautical Society of India, Vol.24, No.4, pp. 422-424.
Conference Publications:
Kousik Deb, P.K. Basudhar and S. Chandra, (2008) “Settlement Response of Granular Fill-Soft Soil Reinforced with Extensible Geosynthetic and Stone Columns”, 12th International Conference on Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, 1st – 6th October (abstract accepted)
Kousik Deb, S. Chandra and P.K. Basudhar, (2008) “Modeling of Layered Soil under Axi-Symmetric Loading Condition”, Geo-Congress-2008, ASCE Geo-Institute conference, New Orleans, Louisiana, USA, 9th - 12th March (abstract accepted, full paper submitted)
Kousik Deb, S. Chandra and P.K. Basudhar, (2007) “Effect of Compaction on Settlement Response of Multi Layer Geosynthetic-Reinforced Fill on Soft Soil”, International Conference on Civil Engineering in the New Millennium: Challenge and Opportunities (CENeM-2007), Howrah, India, 11-14th January (CD-ROM).
P. K. Basudhar, S. K. Srivastava and Arindam Dey (2007) "Lower Bound Bearing Capacity of Surface Strip Footings on Two Layered Soil Deposits" National Conference on Recent Advances in Civil Engineering (RACE-2007), Department of Civil Engineering, College of Engineering & Technology (Biju Patnaik University of Technology), 1st - 2nd March, 2007
P. K. Basudhar, B. A. Yadav and Arindam Dey "Computer Aided Analysis, Design and Drafting of Well Foundations" National Conference on foundation and Retaining Structures (NCFRS-2007), Indian Institute of Technology, Roorkee, pp. 54 - 58, 23rd - 24th April, 2007
Kousik Deb, S.Chandra and P.K.Basudhar, (2007) “Effect of Compaction on Settlement Response of Multi Layer Geosynthetic-Reinforced Fill on Soft Soil” International Conference on Civil Engineering in the New Millennium: Challenge and Opportunities (CENeM-2007), Howrah, India, 11-14th January. (in press)
P.K.Basudhar, A. Vashistha, Kousik Deb, Arindam Dey and Sourav De (2007) “Optimal Cost Analysis of Reinforced Earth Walls” International Conference on Civil Engineering in the New Millennium: Challenge and Opportunities (CENeM-2007), Howrah, India, 11-14th January. (in press)
P.K.Basudhar, B. Lakshman and Arindam Dey (2006) “Optimal cost design of cantilever retaining walls”, GEOINDEX 2006, Indian Geotechnical Conference, Chennai, India, 14-16th December, pp:
Kousik Deb, S.Chandra and P.K.Basudhar, (2006) “The Effect of Prestressing on the Settlement Response of Multi layer Geosynthetic-Reinforced Soil”, GEOINDEX 2006, Indian Geotechnical Conference, Chennai, India, 14-16th December, pp: 607-610.
P.K.Basudhar, R. Madan Mohan, Arindam Dey, Kousik Deb and Sourav De (2006) “Settlement Controlled Optimum Design of Shallow Footings”2nd International Conference on Computational Mechanics and Simulation, Guwahati, India, 8-10th December, pp:
P. K. Basudhar, Anuradha Das, Sarat Kumar Das, Arindam Dey, Kousik Deb and Sourav De (2006) “Optimal Cost Design of Rigid Raft Foundation” The Tenth East Asia Pacific Conference on Structural Engineering and Construction, EASEC-10, School of Civil Engineering, Asian Institute of Technology, Intercontinental, Bangkok, Thailand, Volume 7: Supplementary Papers, pp. 39 - 44, 3rd – 5th August, 2006
Arindam Dey and P. K. Basudhar (2006) “Flexural Response of Beams on Reinforced Foundation Beds” 2006 Structures Congress: 17th Analysis & Computation Specialty Conference, ASCE, St. Louis, U.S.A., A&C Track 1: Soil-Structure Interaction - Applied Analysis, 18th – 21st May, 2006
P. K. Basudhar, M. K. Rajpal, Sourav De, Arindam Dey and Kousik Deb (2006) “Application of Soil Liquefaction Predictive Models to some sites in Uttar Pradesh And Their Comparative Study” National Conference on Earthquake Disaster Technology and Management: Earth 2006, IGS, Allahabad Local Chapter, M.N.N.I.T. Allahabad, India, 11th – 12th February, 2006 , pp. 24 – 27.
Kousik Deb, Chandra, S. and Basudhar, P.K. "Modeling of Multilayer Extensible Geosynthetic-Reinforced Granular Fill over Soft Soil", ASCE Geo-Institute Geo-Congress-2006, Atlanta, USA., pp. 1 - 6
Kousik Deb, S.Chandra and P.K.Basudhar, (2005) “Equivalent Thickness of the Geosynthetic-Reinforced Granular Fill over Soft Soil”, Indian Geotechnical conference, Ahmedabad, India, 17-19th December. Vol-2, pp: 249-252.
Kousik Deb, S.Chandra and P.K.Basudhar, (2005) “Settlement Response of Embankment on Multi Layer Geosynthetic-Reinforced Reclaimed Ground” International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Singapore, 12-13th December, pp: 460-465.
Maheshwari, P., Chandra, S. and Basudhar, P.K. (2006) Modeling and Analysis of Railway Track on Extensible Geosynthetic-Reinforced Granular Fill-Soft Soil System Subjected to Moving Loads”, GeoShanghai International Conference 2006
Maheshwari, P., Basudhar, P.K., and Chandra, S.,(2005) “Response of geosynthetic reinforced granular fill soft soil system subjected to uniform flexible load” Accepted for publication in Proc. Int. Geotechnical Conference “Soil-Structure Interaction”, Saint Petersburg, Russia,May26-28
Das S.K. & Basudhar P.K., “Estimation of Hydraulic Conductivity of Clay Liners: A Neural network Approach”, International Symposium on Lowland Technology-ISLT 2004, Bangkok.
Das S.K. & Basudhar P.K., Artifical neural networks for predictions of soil permeability, IGC2004, Warangal, India
Das S.K. and Basudhar, P.K. (2004) “Characterization of an Alluvial Soil Site Using Artificial Neural Network”, International Workshop on Risk assessment in site characterization and geotechnical design, November, Banglore, India.
Maheshwari, P., Basudhar, P.K & Chandra, S. “Effect of Depth of Placement of Reinforcement on Settlement Response of Reinforced Beds”, Proceedings of National Symposium on Advances in Geotechnical Engineering – NSAGE 2004, Indian Institute of Science, Bangalore, 351-354.
Madhav, M.R., and Basudhar, P.K., “Malpa Disaster – A Geotechnical Study of Mechanisms of Failure and Remediations,” Accepted, Int. Symp. On Engineering Geology, Hydrogeology and Natural Disasters with Emphasis on Asia, Sept. 28-29, Nepal Geological Sc., 1999, Kathmandu, Nepal.
Basudhar,P.K. and Chandra, S. Monitoring Slope Movements and Early Warning Systems, Proceedings of One day International Seminar On Disaster Mitigation in Nepal, Kathmandu, 2003, pp.1-7, Organized by Nepal Engineering College and Ehime University, Japan.
Basudhar, P.K and Srivastava, S. K., A comparative study of lower bound limit loads of strip footings using linear and nonlinear programming techniques, Proc. Symposium on Advances in Geotechnical Engineering, 2003, IIT, Kanpur.
Basudhar, P.K., Mishra, S.K., Maheshwari Priti & Das, S.K., “Flexural Analysis of Laterally Loaded Piles under Liquefied Soil Conditions”, Proceedings of Indian Geotechnical Conference, IGC-2002, Allahabad, Vol. 1, 435-440.
Mamgain,P., Basudhar, P.K. and Gangadhariah, T., Scouring around Deep Foundation, International conference on Physical Modelling in Geotechnics, ICPMG ’02, Canada.
Patra, C.R. and Basudhar, P.K.,Optimum Design of Soil Slopes considering Inclinbed Slices.,Annual Technical Session, 43rd, The Institution of Engineers(India), Orissa State Centre, Bhubaneswar, 2002, pp.180-187.
Patra,C.R. and Basudhar,P.K., Optimum Design of Nailed Soil Slopes, 2001, Landmarks in Earth Reinforcement, Ochai et.al (eds),Swets and Zeitinger,ISBN 90 2651 863 3, pp.691-695.
Patra,C.R., Rout,A.K. and Basudhar,P.K., Stability Analysis of Slopes Stabilized with Piles, International Conference on Civil Engineering, Bangalore, Interline Publishing, 2001, pp.886-895.
Basudhar, P.K. and Patra, C.R., Optimal Design of soil Nailed Structures –A Nonlinear Programming Approach, Proceedings of the Annual Convention of the Orissa Engineers Congress-2000, Bhubaneswar, India, pp.72-82.
Bhattacharya, G. and Basudhar, P.K., “Back Analysis of Slopes using Optimization Techniques,” IGC-99, 17-19th Dec., Calcutta
Madhav, M.R., Basudhar, P.K. and Miura, N. (1999), “Analysis of Current Approaches with Piles of Varying Length,” Lowland Technology International, Vol.1, No.1, pp. 77-84, June.
Madhav, M.R., Basudhar, P.K. and Mehta, I.K. (1998), “Unusual Case of Building Damage due to collapse settlement,” Workshop on case studies in Geotechnical Engineering, Visakhapatnam, June, pp. 9-22.
Madhav, M.R., and Basudhar, P.K. (1998), “Building Damage Due to Collapse Settlement,” National Seminar on Geotechnical Problems – Case Histories, Indore, Oct., pp. 39-52.
Madhav, M.R., Basudhar, P.K., Sujatha, K.P. and Miura, N. (1998), “Analysis of Culvert Approaches with Piles of Varying Length,” Invited Paper, Int. Symp. On Lowland Tech., Saga, Nov., pp. 199-206.
Patra, C.S. and Basudhar, P.K. (1997), “Stability Computations in Nailed Slopes, Ground Improvement Geosystems,” Decifications and Reinforcement ed. M.C.R. Davius and F. Schlosser, Proc. Of the Third Int. Conf. on Ground Improvement Geosystem, London, Thomas Telford, pp. 376-381.
Madhav, M.R. and Basudhar, P.K. (1996), “Correlation from in-situ Compression,” Pull-out and Lateral Load Tests on Piles, Sixth Int. Conf. & Exhibition on Piling and Deep Foundations, DFI ’96, Bombay, Jan., pp. 3.8.1 – 3.8.4.
Sabahit, N., Madhav, M.R., Basudhar, P.K.(1996), “Seismic Analysis of Nailed Soil Slopes,” IS Kyushu, Int. Symp. on Earth Reinforcement, Fukuoka, pp. 821-824.
Bhattacharya, G. and Basudhar, P.K. (1996), “Determination of Critical Slip Surface for slopes in cuttings and its Relevance to Hazard Mitigation, Int. Conf. on Landslide & Hazard Mitigation, Madras.
Basudhar, P.K. and Kumar, D. (1995), “Performance Studies of Cavity Expansometer : A Monocell Pressuremeter,” The Pressurement and its New Avenues, Balhivy (Ed.), Balkema, pp. 73-80, Proc. of 4th Int. Symp., Quebee, Canada.
Singh, D.N. and Basudhar, P.K. (1995), “Lower Bound Bearing Capacity of A Strip Footing over Underground Openings, PACAM, IV, Univ. of Salvador, Argentina.
Bhattacharya, G., Mitra, S. and Basudhar, P.K. (1995), “Stability of Geotextile Reinforced Embankment Based on Extended Limit Equilibrium Approach,” IGC-95, Bangalore, pp. 267-270.
Basudhar, P.K. (1995), “Earth Retaining Structures,Embankment Dams and Slope Stability – A General Report, IGC-95, Vol.2, pp. 33-34.
Bhattacharya, G. and Basudhar, P.K. (1994), “A Comparison of Factors of Safety of Zoned Dam Subjected to Steady Seepage,” Indian Geotechnical Conference (IGC-94), pp. 237-240, Warrangal.
Basudhar, P.K., Chauhan, S.P. and Kumar, D. (1993), “Introduction to Cavity Expansometer: A Monocell Pressuremeter,” Ist IISc. National Seminar on Geotechnical Engineering, Bangalore, India, July 26 and 27.
Bhattacharya, G. and Basudhar, P.K. (1993), “Some Factors Involved in Solving the Stability Equations for a General Shear Surface,” Proc. of Indian Geotechnical Conference (IGC-93), Calcutta, pp. 453-456.
Singh, D.N. and Basudhar, P.K. (1992), “Optimal Lower Bound Solution of Stability Problems in Geotechnical Engineering,” National Symposium on Optimization Techniques and Applications, TCE, Madurai, 2nd-3rd July, Paper No. 2102, pp. 111-116.
Basudhar, P.K., Prabir and Dhawan, R.K. (1991), “Automated Slope Stability Analysis of Zone Dams,” Proceedings : Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dyamics, St. Lois, Missouri, Vol.2, pp. 1075-1078.
Yudhbir and Basudhar, P.K. (1989), “Mechanism of Spoil Dump Instability and Relevant Geotechnical Design Aspects,” The Indian Mining and Engineering Journal, Special Number, 3rd National Seminar on Surface Mining, pp. 5.5.1-5.5.9, Dhanbad, India.
Basudhar, P.K. and Yudhbir (1989), “Automated Slope Stability Analysis Using Mathematical Programming Technique,” Computer and Physical Modelling in Geotechnical Engineering, Balasubramaniam et. al. (eds.), Balkema, Rotterdam, pp. 81-88.
Dayal, U., Basudhar, P.K. and Sharma, A.K. (1988), “Comparison of observed and predicted response of laterally loaded piles,” Proceedings of Indian geotechnical engineering conference, Allahabad, pp. A365-368.
Basudhar, P.K., Yudhbir and Babu, N.S. (1988), “SUMSTAB – A computer software for generalized stability analysis of zoned dams,” Numerical Methods in Geomechanics (Innsbruck), Swoboda (ed.), pp. 1407-1412, Balkema, Rotterdam.
Yudhbir, Badudhar, P.K. and Bhowmik, S.K. (1987), “Slope Stability Computations with nonlinear failure envelop using generalized procedure for slice and optimization techniques,” Proc. Second International Conf. on advances in Engineering, NUMETA-87, Univ. College of Swansea, U.K.
Basudhar, P.K. (1985), “Software for flexural analysis of axialy and laterally loaded piles in layered soils,” paper presented in Workshop on Engineering Software - Applications and Research, Indian Institute of Technology, Kanpur.
Basudhar, P.K., Agrawal, R.K., Baranwal, R.C. (1985), “Flexural response of piles driven through compressible soils,” Proc. Indian Geotechnical Conference, Roorkee, Vol.I, pp. 273-280.
Basudhar, P.K., Madhav, M.R., Valsangkar, A.J. (1984), “Bearing capacity of strip footings on dessicated clays,” Proc. of the Indian Geotechnical Conference, Vol.I, pp. 41-45.
Basudhar, P.K. and Semwal, S.K. (1983), “Microcomputer aided stability analysis of composite breakwater,” International Workshop on Soil-Structure Interaction, Civil Engineering Department, Roorkee Unviersity, Roorkee, India, pp. 221-232.
Basudhar, P.K., Madhav, M.R., Valsangkar, A.J. (1977), “Optimal Lower Bound solution of some plane problems in soil mechanics,” presented at the Int. Conf. on Innovative Numerical Methods of Analysis, France.
Discussion Paper:
Singh, D.N. and Basudhar, P.K. (1997), “The Stability of a Trapdoor, Soils & Foundations,” pp. 140.
Bhattacharya, G., and Basudhar, P.K. (1991), “Stability Analysis of Embankments on Soft Ground,” Journal of Geotechnical Division, ASCE, pp.1096-1098.
Tentatively Accepted:
Journal Papers:
Arindam Dey and P. K. Basudhar "Flexural Response of Footing on Reinforced Granular Beds of Variable Subgrade Modulus” International Journal of Geotechnical Engineering, J. Ross Publications, Accepted for publication in July 2008 issue
De. S, and Basudhar, P. K. “Steady state strength behavior of Yamuna sand” Geotechnical and Geological Engineering
Joshi, A. C., Patra, N. R and Basudhar, P. K. (2004): Compressive load effects on uplift resistance of pile groups in sand part 1: Experimental Investigation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE
Joshi, A. C., Patra, N. R and Basudhar, P. K.(2004):
Compressive load effects on uplift resistance of pile groups in sand part
2:Analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE
Conference Papers:
Communicated
Journal Papers
1. P. K. Basudhar, A. S. Mandal and Arindam Dey "Optimal Design of Shallow Circular Footings” International Journal of Geotechnical
Engineering, J. Ross Publications
2. K.Shanker, P.K. Basudhar, N.R.Patra, “A Note on the Uplift Capacity of Single Piles”, Geotechnique
3. Kousik Deb, S.Chandra and P.K.Basudhar, “Effect of Geosynthetic Creep on Settlement Response of Geosynthetic-Reinforced Granular Bed
over Soft Soil”, Geosynthetics International
4. Gunti, E., Basudhar, P. K. and Patra, N. R. (2005) “Behavior of Panki fly ash reinforced with fiber and chemical additives” Geotechnical and
Geological Engineering.
Conference Papers
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